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HomeMy WebLinkAboutTRUSS SPECS - 20-00794 - 1111 Castle Pines - New SFR512 2x4 =3x4 =4x6 2x4 2x4 =4x4 =3x4 1 18 2 19 25 17 26 27 161528 29 1430 31 3212 33 1134 35 36 10 9320244 21 5 22 2367 8 T1 T2 T3 T4 B1 B3B2 W1 W1W1 W1W5 W6W4W1W4W1W3W2 Scale = 1:82.5 Plate Offsets (X, Y): [3:0-8-4,0-2-12], [5:0-5-0,0-2-0], [8:0-3-0,0-2-8], [11:0-3-8,0-4-8], [13:0-4-4,0-4-4], [15:0-4-12,0-1-8], [16:0-2-9,0-2-0], [17:0-2-0,0-4-8], [18:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.30 17-18 >753 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.84 Vert(CT) -0.38 17-18 >598 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.07 13 n/a n/a MT20HS 165/146 BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.11 15-17 >999 240 BCDL 7.0 Weight: 473 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except 2-0-0 oc purlins (5-5-5 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. REACTIONS (lb/size) 2=6538/0-5-8, (min. 0-2-6), 10=2572/0-5-8, (min. 0-1-8), 13=19073/0-3-8, (req. 0-7-1) Max Horiz 2=34 (LC 9) Max Uplift 2=-1103 (LC 10), 10=-618 (LC 10), 13=-3594 (LC 10) Max Grav 2=6692 (LC 29), 10=2897 (LC 35), 13=19849 (LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15693/2494, 3-20=-16507/2638, 4-20=-16507/2638, 4-21=-17370/2846, 5-21=-17370/2846, 5-22=-2031/11889, 22-23=-2031/11889, 6-23=-2031/11889, 6-7=-2031/11889, 7-8=-2031/11889, 8-24=-2315/550, 9-24=-2315/550, 9-10=-2546/566 BOT CHORD 2-19=-2260/14400, 18-19=-2258/14385, 18-25=-2806/17370, 17-25=-2806/17370, 17-26=-1223/7637, 26-27=-1223/7637, 16-27=-1223/7637, 15-16=-1223/7637, 15-28=-1223/7637, 28-29=-1223/7637, 14-29=-1223/7637, 14-30=-1223/7637, 13-30=-1223/7637, 13-31=-4099/573, 31-32=-4099/573, 12-32=-4099/573, 12-33=-4099/573, 11-33=-4099/573, 11-34=-497/2277, 34-35=-497/2277, 35-36=-497/2277, 10-36=-497/2277 WEBS 9-11=-165/652, 6-13=-822/107, 8-12=-260/1151, 8-13=-9370/1809, 8-11=-1288/6806, 5-13=-21773/3680, 5-17=-1765/10853, 5-15=-813/4381, 4-18=-995/255, 3-18=-997/6333 NOTES 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-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 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-17 2x4 - 2 rows staggered at 0-4-0 oc. 3) 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. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 10, 1103 lb uplift at joint 2 and 3594 lb uplift at joint 13. 14) 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. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4687 lb down and 674 lb up at 6-1-8, 1880 lb down and 305 lb up at 8-0-12, 1633 lb down and 302 lb up at 10-0-12, 1498 lb down and 302 lb up at 12-0-12, 1161 lb down and 183 lb up at 12-1-12, 299 lb down and 46 lb up at 13-1-12, 1746 lb down and 302 lb up at 14-0-12, 299 lb down and 46 lb up at 15-1-12, 1438 lb down and 302 lb up at 16-0-12, 299 lb down and 46 lb up at 17-1-12, 1438 lb down and 302 lb up at 18-0-12, 1438 lb down and 302 lb up at 20-0-12, 1438 lb down and 302 lb up at 22-0-12, 1438 lb down and 302 lb up at 24-0-12, 1438 lb down and 302 lb up at 26-0-12, and 1438 lb down and 302 lb up at 28-0-12, and 1439 lb down and 303 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-9=-84, 9-10=-84, 2-10=-14 Concentrated Loads (lb) Vert: 16=-1746 (B), 14=-299 (F), 17=-1633 (B), 18=-4687 (B), 25=-1880 (B), 26=-2659 (F=-1161, B=-1498), 27=-299 (F), 28=-299 (F), 29=-1438 (B), 30=-1438 (B), 31=-1438 (B), 32=-1438 (B), 33=-1438 (B), 34=-1438 (B), 35=-1438 (B), 36=-1439 (B) Job Truss Truss Type Qty Ply J1634-20 A1 31Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:11 Page: 1 ID:b7ybmEUJPrNNUePSFFm_PeyYrTc-3zlci8pgYvc4ivpRwIKSW_zZnLvGML_s2WJupfyYqOl =3x6 1 8 2 13 20 21 12 11 22 10 23 24 9 7 4 16 17 5 1815 19143 6 T1 T2 T3 T1 B1 B2 W1 W1W3W2 W2 W3 W2 Scale = 1:73.5 Plate Offsets (X, Y): [2:0-10-13,Edge], [3:0-2-4,0-2-0], [5:0-3-4,0-3-0], [6:0-2-4,0-2-0], [7:0-10-13,Edge], [9:0-3-0,0-4-12], [10:0-4-4,0-1-8], [12:0-3-8,0-4-12], [13:0-3-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.67 10-12 >526 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT) -0.82 10-12 >427 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.17 7 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.21 10-12 >999 240 BCDL 7.0 Weight: 291 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2:2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except 2-0-0 oc purlins (3-6-12 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-9 REACTIONS (lb/size) 2=3888/0-5-8, (min. 0-2-2), 7=3881/0-5-8, (min. 0-2-2) Max Horiz 2=-35 (LC 8) Max Uplift 2=-673 (LC 10), 7=-672 (LC 10) Max Grav 2=3993 (LC 28), 7=3986 (LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9983/1475, 3-14=-8978/1349, 14-15=-8982/1349, 4-15=-8987/1348, 4-16=-14538/2101, 16-17=-14538/2101, 5-17=-14538/2101, 5-18=-8948/1342, 18-19=-8943/1343, 6-19=-8940/1343, 6-7=-9940/1469 BOT CHORD 2-13=-1299/9191, 13-20=-2022/14538, 20-21=-2022/14538, 12-21=-2022/14538, 11-12=-2022/14522, 11-22=-2022/14522, 10-22=-2022/14522, 10-23=-2013/14469, 23-24=-2013/14469, 9-24=-2013/14469, 7-9=-1293/9152 WEBS 3-13=-500/3429, 6-9=-499/3427, 4-12=-203/1279, 4-13=-5957/807, 5-12=-218/253, 5-10=-194/1203, 5-9=-5938/806 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, Except member 4-12 2x4 - 1 row at 0-8-0 oc, Except member 5-10 2x4 - 1 row at 0-8-0 oc, member 3-13 2x4 - 1 row at 0-4-0 oc, member 6-9 2x4 - 1 row at 0-4-0 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; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2 and 672 lb uplift at joint 7. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 873 lb down and 126 lb up at 6-0-0, 353 lb down and 51 lb up at 8-0-12, 353 lb down and 51 lb up at 10-0-12, 353 lb down and 51 lb up at 12-0-12, 353 lb down and 51 lb up at 14-0-12, 353 lb down and 51 lb up at 15-8-8, 353 lb down and 51 lb up at 17-8-8, 353 lb down and 51 lb up at 19-8-8, and 353 lb down and 51 lb up at 21-8-8, and 873 lb down and 126 lb up at 23-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-6=-84, 6-8=-84, 2-7=-14 Concentrated Loads (lb) Vert: 11=-353 (F), 13=-873 (F), 9=-873 (F), 12=-353 (F), 10=-353 (F), 20=-353 (F), 21=-353 (F), 22=-353 (F), 23=-353 (F), 24=-353 (F) Job Truss Truss Type Qty Ply J1634-20 B1 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:12 Page: 1 ID:y5lUqxXSDO?gaPHP2oL96hyYrTX-?LsN7pqx4WsoxCzq1jMwbP2s89b_qJJ9Vqo?uYyYqOj =4x6 =M18SHS 3x8 =4x6 2x4 1 9 2 24 25 13 26 12 11 27 10 28 29 81423 221537 5 1918 2017 21164 6 T1 T2 T1 B1 B2 W2 W3 W4 W3 W2 W1 W1 Scale = 1:73.5 Plate Offsets (X, Y): [2:0-2-2,Edge], [8:0-2-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.35 11 >995 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT) -0.46 11-13 >762 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.20 11-13 >999 240 BCDL 7.0 Weight: 130 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except 2-0-0 oc purlins (3-8-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at midpt 5-13, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1600/0-5-8, (min. 0-1-15), 8=1600/0-5-8, (min. 0-1-15) Max Horiz 2=45 (LC 13) Max Uplift 2=-364 (LC 14), 8=-364 (LC 14) Max Grav 2=1792 (LC 33), 8=1792 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3242/1462, 14-15=-3164/1471, 3-15=-3135/1472, 3-4=-3198/1458, 4-16=-2938/1348, 16-17=-2938/1348, 17-18=-2939/1348, 5-18=-2943/1348, 5-19=-2943/1348, 19-20=-2939/1348, 20-21=-2938/1348, 6-21=-2938/1348, 6-7=-3198/1458, 7-22=-3135/1472, 22-23=-3164/1471, 8-23=-3242/1462 BOT CHORD 2-24=-1297/2886, 24-25=-1297/2886, 13-25=-1297/2886, 13-26=-1634/4278, 12-26=-1634/4278, 11-12=-1634/4278, 11-27=-1634/4278, 10-27=-1634/4278, 10-28=-1310/2886, 28-29=-1310/2886, 8-29=-1310/2886 WEBS 4-13=-472/689, 5-13=-1476/429, 5-10=-1476/429, 6-10=-472/689, 3-13=-501/108, 7-10=-501/108 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 8-0-0, Exterior(2R) 8-0-0 to 12-2-15, Interior (1) 12-2-15 to 21-9-4, Exterior(2R) 21-9-4 to 26-0-3, Interior (1) 26-0-3 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 lb uplift at joint 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 B2 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:13 Page: 1 ID:uTtEEdZil?GOqjRo9DOdB6yYrTV-TYQlK9rZrq_fZMX0bRt98db5iZ_6ZqvIkUXYQ_yYqOi 912413 29 30 2 25 26 12 1127 28 10 82314 731522 16 215 191817 204 6 T1 T2 T1 B1 B2 W1 W2 W3 W3 W2 W1 Scale = 1:73.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.24 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT) -0.38 10-12 >926 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.12 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.33 8-10 >999 240 BCDL 7.0 Weight: 129 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except 2-0-0 oc purlins (3-10-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 5-4-13 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=1600/0-5-8, (min. 0-2-2), 8=1600/0-5-8, (min. 0-2-2) Max Horiz 2=-54 (LC 12) Max Uplift 2=-364 (LC 14), 8=-364 (LC 14) Max Grav 2=1999 (LC 33), 8=1999 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3442/1424, 3-14=-3308/1437, 3-15=-2778/1369, 15-16=-2698/1381, 4-16=-2620/1382, 4-17=-2480/1282, 17-18=-2482/1282, 5-18=-2486/1281, 5-19=-2486/1281, 19-20=-2482/1282, 6-20=-2480/1282, 6-21=-2620/1382, 21-22=-2698/1381, 7-22=-2778/1369, 7-23=-3308/1437, 8-23=-3442/1424 BOT CHORD 2-25=-1267/3025, 25-26=-1267/3025, 12-26=-1267/3025, 11-12=-1232/2857, 11-27=-1232/2857, 27-28=-1232/2857, 10-28=-1232/2857, 10-29=-1279/3025, 29-30=-1279/3025, 8-30=-1279/3025 WEBS 3-12=-771/104, 4-12=-461/621, 5-12=-692/101, 5-10=-692/101, 6-10=-461/621, 7-10=-771/104 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior (1) 14-2-15 to 19-9-4, Exterior(2R) 19-9-4 to 24-0-3, Interior (1) 24-0-3 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 B3 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:13 Page: 1 ID:MgRcSzaLWJOERt0_jxvsjKyYrTU-TYQlK9rZrq_fZMX0bRt98db9KZ0KZpBIkUXYQ_yYqOi =4x6 1 8 2 22 13 23 12 11 24 10 25 9 26 714212015 3 61916 5417 18 T1 T2 T1 B1 B2 W1 W2 W3 W4 W3 W2 W1 Scale = 1:73.5 Plate Offsets (X, Y): [4:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.26 12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT) -0.34 10-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 7 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.16 10-12 >999 240 BCDL 7.0 Weight: 134 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-7-5 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=1600/0-5-8, (min. 0-2-6), 7=1600/0-5-8, (min. 0-2-6) Max Horiz 2=63 (LC 13) Max Uplift 2=-364 (LC 14), 7=-364 (LC 14) Max Grav 2=2206 (LC 33), 7=2206 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3907/1509, 14-15=-3820/1511, 3-15=-3747/1526, 3-16=-2816/1203, 4-16=-2646/1219, 4-17=-2437/1142, 17-18=-2437/1142, 5-18=-2437/1142, 5-19=-2647/1221, 6-19=-2817/1205, 6-20=-3747/1528, 20-21=-3820/1512, 7-21=-3906/1511 BOT CHORD 2-22=-1337/3433, 13-22=-1337/3433, 13-23=-1337/3433, 12-23=-1337/3433, 11-12=-994/2436, 11-24=-994/2436, 10-24=-994/2436, 10-25=-1351/3433, 9-25=-1351/3433, 9-26=-1351/3433, 7-26=-1351/3433 WEBS 3-12=-1089/369, 4-12=-371/559, 4-10=-309/310, 5-10=-361/560, 6-10=-1088/368 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior (1) 16-2-15 to 17-9-4, Exterior(2R) 17-9-4 to 22-0-3, Interior (1) 22-0-3 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 lb uplift at joint 7. 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 J1634-20 B4 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:14 Page: 1 ID:FRh7IKdraXugwUKlynzouAyYrTQ-xk_7YVsBc77VAW6C98OOgq8DjzLJIDESz8H5yRyYqOh =4x6 1 10 2 24 15 25 1413 12 26 11 27 91623 2217 2118 834719 20 5 6 T2 T1 T3 T2 T1 B1 B2 W1 W2 W3W4 W3 W2 W1 Scale = 1:87 Plate Offsets (X, Y): [2:0-4-2,0-1-8], [5:0-3-0,0-1-12], [9:0-4-2,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.29 14-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT) -0.37 14-15 >940 240 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.16 9 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.15 14-15 >999 240 BCDL 7.0 Weight: 138 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-9-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 1 Row at midpt 3-14, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1600/0-5-8, (min. 0-2-9), 9=1600/0-5-8, (min. 0-2-9) Max Horiz 2=-73 (LC 12) Max Uplift 2=-364 (LC 14), 9=-364 (LC 14) Max Grav 2=2413 (LC 33), 9=2413 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-4344/1447, 16-17=-4165/1453, 17-18=-4148/1455, 3-18=-3992/1467, 3-4=-3030/1061, 4-19=-2897/1062, 5-19=-2822/1079, 5-6=-2587/1009, 6-20=-2809/1074, 7-20=-2883/1061, 7-8=-3015/1056, 8-21=-3993/1467, 21-22=-4150/1456, 22-23=-4168/1453, 9-23=-4346/1447 BOT CHORD 2-24=-1279/3820, 15-24=-1279/3820, 15-25=-1279/3820, 14-25=-1279/3820, 13-14=-858/2610, 12-13=-858/2610, 12-26=-1293/3822, 11-26=-1293/3822, 11-27=-1293/3822, 9-27=-1293/3822 WEBS 3-15=-259/261, 3-14=-1321/462, 5-14=-347/614, 5-12=-387/290, 6-12=-376/717, 8-12=-1348/471, 8-11=-257/259 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 14-0-0, Exterior(2E) 14-0-0 to 15-9-4, Exterior(2R) 15-9-4 to 20-0-3, Interior (1) 20-0-3 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 lb uplift at joint 9. 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 J1634-20 B5 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:14 Page: 1 ID:bPU0L2h_O4Wz0FCjlKZzbDyYrTL-xk_7YVsBc77VAW6C98OOgq8F5zKiIINSz8H5yRyYqOh 1 9 2 17 12 18 1911 20 21 22 10 23 81316 73 64 14 15 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 Scale = 1:74 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.30 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT) -0.47 8-10 >752 240 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.09 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.38 8-10 >936 240 BCDL 7.0 Weight: 120 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E *Except* T1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1600/0-5-8, (min. 0-1-12), 8=1600/0-5-8, (min. 0-1-12) Max Horiz 2=-78 (LC 12) Max Uplift 2=-364 (LC 14), 8=-364 (LC 14) Max Grav 2=1632 (LC 19), 8=1632 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2996/1358, 3-13=-2772/1379, 3-4=-2569/1346, 4-14=-2416/1357, 5-14=-2411/1367, 5-15=-2411/1367, 6-15=-2415/1357, 6-7=-2569/1346, 7-16=-2772/1379, 8-16=-2996/1358 BOT CHORD 2-17=-1204/2653, 12-17=-1204/2653, 12-18=-761/1687, 18-19=-761/1687, 11-19=-761/1687, 11-20=-761/1687, 20-21=-761/1687, 21-22=-761/1687, 10-22=-761/1687, 10-23=-1214/2653, 8-23=-1214/2653 WEBS 5-10=-600/1042, 7-10=-802/146, 5-12=-600/1042, 3-12=-802/146 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 14-10-10, Exterior(2R) 14-10-10 to 17-10-10, Interior (1) 17-10-10 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 B6 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:16 Page: 1 ID:Xz0U3H5Fx0LwejyINXBU6uyYrU6-u76uzBuR7lNDQqGbGZRslFDaom_5m7nlQSmC1JyYqOf =4x4 7 1 15 10 16 17 9 18 19 20 8 21 614 11 2 5 4 1312 3 T1 T2 T3 B1 B2 W2 W1 W2 W1 Scale = 1:74 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.29 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT) -0.46 6-8 >756 240 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.09 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.37 6-8 >932 240 BCDL 7.0 Weight: 117 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E *Except* T3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1421/ Mechanical, (min. 0-1-8), 6=1596/0-5-8, (min. 0-1-12) Max Horiz 1=-78 (LC 12) Max Uplift 1=-309 (LC 14), 6=-363 (LC 14) Max Grav 1=1452 (LC 19), 6=1627 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-2952/1349, 2-11=-2755/1366, 2-12=-2547/1337, 3-12=-2387/1358, 3-13=-2396/1368, 4-13=-2401/1359, 4-5=-2554/1347, 5-14=-2759/1382, 6-14=-2983/1360 BOT CHORD 1-15=-1186/2635, 10-15=-1186/2635, 10-16=-761/1675, 16-17=-761/1675, 9-17=-761/1675, 9-18=-761/1675, 18-19=-761/1675, 19-20=-761/1675, 8-20=-761/1675, 8-21=-1215/2642, 6-21=-1215/2642 WEBS 3-8=-602/1043, 5-8=-802/148, 3-10=-585/1030, 2-10=-796/134 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior (1) 3-5-4 to 14-10-10, Exterior(2R) 14-10-10 to 17-10-10, Interior (1) 17-10-10 to 31-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 1 and 363 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 B7 18Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:16 Page: 1 ID:?AatGd6tiKTnGtXUxFije5yYrU5-u76uzBuR7lNDQqGbGZRslFDaom_6m7llQSmC1JyYqOf 2x4 =4x8 =M18SHS 5x8 2x4 2x4 101721 22 1623 24 15 25 1413 26 27 1228 29 11 9 8 1 2 18 3 1920 4 5 6 7 W1 T1 T2 T3 B1 B2 W2 W1 W3 W1 W3 W1 W3 W1 W2 W4 W5 Scale = 1:76.8 Plate Offsets (X, Y): [1:0-2-12,0-2-0], [6:0-1-12,0-1-8], [7:0-2-12,0-2-0], [11:0-4-0,0-4-12], [15:0-4-0,0-1-8], [16:0-4-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.67 12-13 >519 360 M18SHS 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT) -0.82 12-13 >424 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.13 9 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.20 12-13 >999 240 BCDL 7.0 Weight: 315 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-10 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=3794/0-5-8, (min. 0-2-2), 17=3967/ Mechanical, (min. 0-1-8) Max Horiz 17=-73 (LC 8) Max Uplift 9=-660 (LC 10), 17=-681 (LC 6) Max Grav 9=3948 (LC 25), 17=4701 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4256/609, 1-2=-8219/1169, 2-18=-8219/1169, 3-18=-8219/1169, 3-19=-14673/2073, 19-20=-14673/2073, 4-20=-14673/2073, 4-5=-14673/2073, 5-6=-14673/2073, 6-7=-8792/1298, 7-8=-9627/1412, 8-9=-9326/1380 BOT CHORD 16-23=-1794/13042, 23-24=-1794/13042, 15-24=-1794/13042, 15-25=-1794/13042, 14-25=-1794/13042, 13-14=-1794/13042, 13-26=-1862/13593, 26-27=-1862/13593, 12-27=-1862/13593, 12-28=-1862/13593, 28-29=-1862/13593, 11-29=-1862/13593, 9-11=-1214/8505 WEBS 1-16=-1289/8967, 2-16=-657/97, 3-16=-5400/757, 3-15=-153/951, 3-13=-264/1860, 4-13=-602/65, 6-13=-183/1209, 6-12=-162/1003, 6-11=-5347/717, 7-11=-472/3197, 8-11=-68/541 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, Except member 3-15 2x4 - 1 row at 0-8-0 oc, member 7-11 2x4 - 1 row at 0-4-0 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; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 17 and 660 lb uplift at joint 9. 13) 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. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 353 lb down and 51 lb up at 1-4-0, 353 lb down and 51 lb up at 3-4-0, 353 lb down and 51 lb up at 5-4-0, 353 lb down and 51 lb up at 7-4-0, 353 lb down and 51 lb up at 9-4-0, 353 lb down and 51 lb up at 11-4-0, 353 lb down and 51 lb up at 13-4-0, 353 lb down and 51 lb up at 15-4-0, 353 lb down and 51 lb up at 17-4-0, 353 lb down and 51 lb up at 19-4-0, and 353 lb down and 51 lb up at 21-4-0, and 873 lb down and 126 lb up at 23-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-7=-84, 7-10=-84, 9-17=-14 Concentrated Loads (lb) Vert: 14=-353 (B), 15=-353 (B), 11=-873 (B), 21=-353 (B), 22=-353 (B), 23=-353 (B), 24=-353 (B), 25=-353 (B), 26=-353 (B), 27=-353 (B), 28=-353 (B), 29=-353 (B) Job Truss Truss Type Qty Ply J1634-20 C1 21Half Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:17 Page: 1 ID:IWVWk0BG2UMncyZrrDKMQayYrU_-MJgGAXu3u2V41_rnqGy5ITmk7AJhVZBuf6VmZmyYqOe 3x6 =4x6 =4x6 2x4 91413 23 12 11 24 10 25 26 822 217 1 3 17 18 4 19 5201615 62 T1 T2 T3 T4W1 B1 B2 W3 W4 W5 W5 W4 W3W2 W6 Scale = 1:80.7 Plate Offsets (X, Y): [1:0-2-0,0-1-12], [5:0-4-0,Edge], [8:0-2-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.37 10-12 >949 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT) -0.52 10-12 >665 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.15 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.32 10-12 >999 240 BCDL 7.0 Weight: 135 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T3:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 1 Row at midpt 3-13, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=1591/0-5-8, (min. 0-1-13), 14=1417/ Mechanical, (min. 0-1-8) Max Horiz 14=-85 (LC 12) Max Uplift 8=-362 (LC 14), 14=-312 (LC 10) Max Grav 8=1694 (LC 33), 14=1894 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1247/529, 2-15=-1186/498, 15-16=-1188/498, 3-16=-1191/498, 3-17=-4286/1628, 17-18=-4286/1628, 4-18=-4286/1628, 4-19=-3129/1331, 5-19=-3129/1331, 5-20=-3129/1332, 6-20=-3129/1332, 6-7=-3408/1440, 7-21=-3332/1449, 21-22=-3343/1448, 8-22=-3382/1439, 1-14=-1923/835 BOT CHORD 13-23=-1226/3885, 12-23=-1226/3885, 11-12=-1505/4553, 11-24=-1505/4553, 10-24=-1505/4553, 10-25=-1287/3049, 25-26=-1287/3049, 8-26=-1287/3049 WEBS 3-13=-3013/923, 3-12=-442/606, 4-12=-413/44, 4-10=-1590/313, 6-10=-466/784, 1-13=-813/1931, 7-10=-512/126 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 5-11-0 to 8-0-0, Exterior(2R) 8-0-0 to 12-2-15, Interior (1) 12-2-15 to 27-2-0, Exterior(2R) 27-2-0 to 31-4-15, Interior (1) 31-4-15 to 36-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 14 and 362 lb uplift at joint 8. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 C2 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:18 Page: 1 ID:EudG9iDWa5cVrGjDzeMqW?yYrTy-qVDeOtvhfMdxf7Q_O_TKrgIxoagrEzB1tmFJ5CyYqOd 3x6 =4x6 =4x6 7 2312 24 11 25 10 9 26 8 27 28 622 5211 13 3 17 1816 191514 202 4 T1 T2 T3 W1 B1 B2 W3 W4 W5 W4 W3 W6W2 Scale = 1:68.8 Plate Offsets (X, Y): [1:0-1-12,0-2-0], [11:0-2-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.24 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT) -0.39 6-8 >892 240 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.11 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.36 6-8 >978 240 BCDL 7.0 Weight: 138 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 3-11, 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1591/0-5-8, (min. 0-2-0), 12=1417/ Mechanical, (min. 0-1-8) Max Horiz 12=-95 (LC 12) Max Uplift 6=-362 (LC 14), 12=-309 (LC 14) Max Grav 6=1861 (LC 33), 12=1647 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1680/718, 2-13=-1638/725, 2-14=-1553/683, 14-15=-1555/683, 15-16=-1556/683, 3-16=-1560/683, 3-17=-2653/1241, 17-18=-2652/1241, 18-19=-2649/1241, 19-20=-2648/1241, 4-20=-2645/1241, 4-21=-2836/1337, 5-21=-2887/1323, 5-22=-3040/1393, 6-22=-3122/1379, 1-12=-1632/716 BOT CHORD 11-25=-1214/3385, 10-25=-1214/3385, 9-10=-1214/3385, 9-26=-1214/3385, 8-26=-1214/3385, 8-27=-1240/2780, 27-28=-1240/2780, 6-28=-1240/2780 WEBS 3-11=-2069/728, 3-8=-833/139, 4-8=-422/537, 5-8=-785/107, 1-11=-777/1841 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 5-11-0 to 8-11-0, Interior (1) 8-11-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior (1) 14-2-15 to 25-2-0, Exterior(2R) 25-2-0 to 29-4-15, Interior (1) 29-4-15 to 36-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 12 and 362 lb uplift at joint 6. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 C3 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:18 Page: 1 ID:jMj4xsQpLdtx?15h0Ph2EoyYrTg-qVDeOtvhfMdxf7Q_O_TKrgIvhajRE?w1tmFJ5CyYqOd 3x6 =4x6 713 24 25 12 26 11 10 9 27 8 28 62322 1 5 14 2115 3 18171916 202 4 T1 T2 T3 W1 B1 B2 W2 W3 W4 W5 W4 W3 W6 W7 Scale = 1:71.8 Plate Offsets (X, Y): [1:0-3-0,0-1-12], [4:0-1-12,0-2-0], [12:0-2-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.18 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.24 9-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.09 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.12 9-11 >999 240 BCDL 7.0 Weight: 145 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. WEBS 1 Row at midpt 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1591/0-5-8, (min. 0-2-3), 13=1417/ Mechanical, (min. 0-1-8) Max Horiz 13=-104 (LC 12) Max Uplift 6=-362 (LC 14), 13=-309 (LC 14) Max Grav 6=2027 (LC 33), 13=1512 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1704/813, 14-15=-1667/817, 2-15=-1664/827, 2-16=-1537/782, 16-17=-1539/782, 3-17=-1544/782, 3-18=-2247/1103, 18-19=-2246/1103, 19-20=-2243/1103, 4-20=-2241/1104, 4-21=-2436/1181, 5-21=-2533/1165, 5-22=-3304/1494, 22-23=-3377/1478, 6-23=-3464/1477, 1-13=-1468/657 BOT CHORD 12-26=-984/2416, 11-26=-984/2416, 10-11=-984/2416, 9-10=-984/2416, 9-27=-1320/3027, 8-27=-1320/3027, 8-28=-1320/3027, 6-28=-1320/3027 WEBS 1-12=-764/1641, 3-12=-1158/446, 3-9=-399/271, 4-9=-370/469, 5-9=-1107/375 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 5-11-0 to 8-11-0, Interior (1) 8-11-0 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior (1) 16-2-15 to 23-2-0, Exterior(2R) 23-2-0 to 27-4-15, Interior (1) 27-4-15 to 36-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 13 and 362 lb uplift at joint 6. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 C4 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:19 Page: 1 ID:BYGS8CRR6w?odAgta7CHn?yYrTf-Ihn0bDwKQgloHH?Ayh_ZNur54_3MzTIB6Q_seeyYqOc 3x6 =4x6 =4x6 915 14 2526 13 2728 293012 11 31 10 32 824 23 1 2 761617221821 42019 53 T1 T2 T3 T4W1 B1 B2 W3 W4 W5 W5 W4 W3W2 W6 W6 Scale = 1:86.3 Plate Offsets (X, Y): [1:0-2-12,0-2-4], [14:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.21 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT) -0.29 8-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.15 8-10 >999 240 BCDL 7.0 Weight: 150 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=1591/0-5-8, (min. 0-2-5), 15=1417/ Mechanical, (min. 0-1-8) Max Horiz 15=-113 (LC 12) Max Uplift 8=-362 (LC 14), 15=-309 (LC 14) Max Grav 8=2193 (LC 33), 15=1760 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-891/417, 2-16=-1954/866, 16-17=-1827/872, 17-18=-1765/875, 3-18=-1761/885, 3-19=-1625/837, 4-19=-1627/836, 4-20=-2074/1015, 5-20=-2072/1016, 5-21=-2248/1082, 21-22=-2260/1072, 6-22=-2322/1068, 6-7=-2453/1063, 7-23=-3599/1459, 23-24=-3615/1445, 8-24=-3795/1439, 1-15=-1749/777 BOT CHORD 14-25=-312/935, 25-26=-312/935, 13-26=-312/935, 13-27=-796/1896, 27-28=-796/1896, 28-29=-796/1896, 29-30=-796/1896, 12-30=-796/1896, 11-12=-796/1896, 11-31=-1285/3315, 10-31=-1285/3315, 10-32=-1285/3315, 8-32=-1285/3315 WEBS 2-14=-1610/480, 2-13=-436/976, 3-13=-258/380, 5-11=-337/473, 7-11=-1363/455, 1-14=-756/1904, 4-13=-762/221, 4-11=-160/415 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 5-11-0 to 8-11-0, Interior (1) 8-11-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior (1) 18-2-15 to 21-2-0, Exterior(2R) 21-2-0 to 25-4-15, Interior (1) 25-4-15 to 36-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 15 and 362 lb uplift at joint 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 C5 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:19 Page: 1 ID:7xODZuTheYFWsUqFhYFlsQyYrTd-Ihn0bDwKQgloHH?Ayh_ZNur4f_12zRjB6Q_seeyYqOc 512 =3x4 =4x4 =3x4 1 91815 2 8 16 17 73 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 Scale = 1:49.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 50 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-6-0. (lb) - Max Horiz 2=33 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 11, 13 except 10=-102 (LC 18), 14=-102 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 10, 12, 14 except 2=420 (LC 18), 8=420 (LC 18), 11=324 (LC 20), 13=324 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-289/95, 6-11=-289/95 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-8-11 to 1-3-5, Exterior(2N) 1-3-5 to 6-3-0, Corner(3R) 6-3-0 to 9-3-0, Exterior(2N) 9-3-0 to 14-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 8, 13, 11 except (jt=lb) 14=102, 10=102. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 D1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:20 Page: 1 ID:TM8FTz6VTebeu16hVyDyBJyYrU4-muLOoYxyBztfuRaMVPVow5OPhNWsi5CKL4kQA4yYqOb 512 2x4 1 5127 2 13 14 6 15 16 4 8 11 109 3 T1 T1 B1 W1 Scale = 1:59.4 Plate Offsets (X, Y): [3:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.06 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT) -0.08 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.07 4-6 >999 240 BCDL 7.0 Weight: 44 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-9 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=754/0-5-8, (min. 0-1-8), 4=754/0-5-8, (min. 0-1-8) Max Horiz 2=33 (LC 13) Max Uplift 2=-179 (LC 14), 4=-179 (LC 14) Max Grav 2=955 (LC 19), 4=955 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-935/586, 8-9=-777/594, 3-9=-768/605, 3-10=-768/605, 10-11=-777/594, 4-11=-935/586 BOT CHORD 2-13=-468/703, 13-14=-468/703, 6-14=-468/703, 6-15=-468/703, 15-16=-468/703, 4-16=-468/703 WEBS 3-6=-296/242 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 6-3-0, Exterior(2R) 6-3-0 to 9-3-0, Interior (1) 9-3-0 to 14-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 2 and 179 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 D2 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:20 Page: 1 ID:TM8FTz6VTebeu16hVyDyBJyYrU4-muLOoYxyBztfuRaMVPVow5OJ8NTDi4aKL4kQA4yYqOb 512 2x4 491 10 5 11 12 38 6 7 2 T1 T2 B1 W1 Scale = 1:71.4 Plate Offsets (X, Y): [1:0-1-10,Edge], [2:0-2-0,0-2-8], [3:0-1-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.07 1-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.10 1-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.08 1-5 >999 240 BCDL 7.0 Weight: 41 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=581/0-3-8, (min. 0-1-8), 3=771/0-5-8, (min. 0-1-8) Max Horiz 1=-34 (LC 12) Max Uplift 1=-125 (LC 14), 3=-184 (LC 14) Max Grav 1=727 (LC 19), 3=964 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-988/633, 2-6=-833/644, 2-7=-818/638, 7-8=-835/628, 3-8=-961/621 BOT CHORD 1-10=-511/765, 5-10=-511/765, 5-11=-511/765, 11-12=-511/765, 3-12=-511/765 WEBS 2-5=-312/247 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-3-0, Exterior(2R) 6-3-0 to 9-3-0, Interior (1) 9-3-0 to 14-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3 and 125 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 D3 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:20 Page: 1 ID:TM8FTz6VTebeu16hVyDyBJyYrU4-muLOoYxyBztfuRaMVPVow5OHnNSHi4YKL4kQA4yYqOb 512 =3x4 2x4 =4x4 2x4 =3x4 711411 2 6 1312 53 4 T1 T1 B1 ST2 ST1 ST1 Scale = 1:50.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 46 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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 12-1-0. (lb) - Max Horiz 2=-32 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8, 10 Max Grav All reactions 250 (lb) or less at joint (s) 9 except 2=490 (LC 19), 6=490 (LC 20), 8=525 (LC 20), 10=525 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-459/147, 5-8=-459/147 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-8-11 to 1-3-5, Exterior(2N) 1-3-5 to 6-0-8, Corner(3R) 6-0-8 to 9-0-8, Exterior(2N) 9-0-8 to 13-9-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 6, 10, 8. 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 J1634-20 E1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:20 Page: 1 ID:xYidhJ77ExjUVBht2fkBjWyYrU3-muLOoYxyBztfuRaMVPVow5OPhNW2i4hKL4kQA4yYqOb 512 2x4 51127 2 13 14 6 15 16 4811 9 10 3 T1 T1 B1 W1 Scale = 1:59 Plate Offsets (X, Y): [3:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.05 4-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT) -0.07 4-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.06 4-6 >999 240 BCDL 7.0 Weight: 42 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-10 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=734/0-5-8, (min. 0-1-8), 4=734/0-5-8, (min. 0-1-8) Max Horiz 2=-32 (LC 12) Max Uplift 2=-174 (LC 14), 4=-174 (LC 14) Max Grav 2=941 (LC 19), 4=941 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-894/571, 8-9=-747/579, 3-9=-731/589, 3-10=-731/589, 10-11=-747/579, 4-11=-894/571 BOT CHORD 2-13=-453/669, 13-14=-453/669, 6-14=-453/669, 6-15=-453/669, 15-16=-453/669, 4-16=-453/669 WEBS 3-6=-288/233 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 6-0-8, Exterior(2R) 6-0-8 to 9-0-8, Interior (1) 9-0-8 to 13-9-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2 and 174 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 E2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:21 Page: 1 ID:xYidhJ77ExjUVBht2fkBjWyYrU3-E4vn0uxayH?WWb9Y3601SJwVunpzRXuUakTziXyYqOa 512 2x4 1 6 2 10 11 5 12 47 8 9 3 T1 T2 B1 W1 Scale = 1:59 Plate Offsets (X, Y): [2:0-1-10,Edge], [3:0-2-0,0-2-8], [4:0-1-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.06 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT) -0.08 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.07 4-5 >999 240 BCDL 7.0 Weight: 40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 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=747/0-5-8, (min. 0-1-8), 4=556/0-5-8, (min. 0-1-8) Max Horiz 2=34 (LC 13) Max Uplift 2=-179 (LC 14), 4=-119 (LC 14) Max Grav 2=947 (LC 19), 4=694 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-912/598, 7-8=-788/604, 3-8=-773/614, 3-9=-788/622, 4-9=-938/610 BOT CHORD 2-10=-518/722, 10-11=-518/722, 5-11=-518/722, 5-12=-518/722, 4-12=-518/722 WEBS 3-5=-302/236 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 6-0-8, Exterior(2R) 6-0-8 to 9-0-8, Interior (1) 9-0-8 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 4 and 179 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 E3 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:21 Page: 1 ID:xYidhJ77ExjUVBht2fkBjWyYrU3-E4vn0uxayH?WWb9Y3601SJwTvnp?RXsUakTziXyYqOa 2x4 =5x6 =4x12 =5x8 3x4 1 2 7 8 6 3 54 T1 T2 W2 B1 W1 W2 W3 Scale = 1:55.1 Plate Offsets (X, Y): [2:0-5-4,Edge], [4:0-3-0,0-1-12], [5:0-1-12,0-2-0], [6:0-1-12,0-0-12], [7:0-2-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.08 2-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.10 2-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.01 6 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.04 2-7 >999 240 BCDL 7.0 Weight: 48 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1013/0-5-8, (min. 0-1-8), 6=1187/ Mechanical, (min. 0-1-8) Max Horiz 2=43 (LC 9) Max Uplift 2=-244 (LC 6), 6=-256 (LC 6) Max Grav 2=1235 (LC 26), 6=1244 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2719/503, 3-4=-2232/477, 4-5=-2194/476, 5-6=-985/203 BOT CHORD 2-7=-486/2573 WEBS 3-7=-442/81, 4-7=-71/309, 5-7=-456/2173 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 6 and 244 lb uplift at joint 2. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 766 lb down and 154 lb up at 6-0-0, and 323 lb down and 56 lb up at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 2-6=-14 Concentrated Loads (lb) Vert: 7=-766 (F), 8=-323 (F) Job Truss Truss Type Qty Ply J1634-20 F1 11Half Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:21 Page: 1 ID:3b2OYOhc9NeqePnvJ14C7RyYrTK-E4vn0uxayH?WWb9Y3601SJwUxnoZRKNUakTziXyYqOa 2x4 =MT20HS 5x10 =3x4 2x4 1 72 10 11 6 12 5 8 9 43 T1 T2 W3 B1 W1 W2 Scale = 1:59.2 Plate Offsets (X, Y): [2:0-5-4,Edge], [3:0-5-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.07 2-6 >999 360 MT20HS 165/146 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT) -0.09 2-6 >999 240 MT20 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 5 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.05 2-6 >999 240 BCDL 7.0 Weight: 40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E *Except* T2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 7-5-13 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=653/0-5-8, (min. 0-1-8), 5=459/ Mechanical, (min. 0-1-8) Max Horiz 2=58 (LC 13) Max Uplift 2=-173 (LC 10), 5=-119 (LC 10) Max Grav 2=930 (LC 30), 5=497 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-955/705, 8-9=-846/710, 3-9=-829/719 BOT CHORD 2-10=-763/804, 10-11=-763/804, 6-11=-763/804, 6-12=-362/593, 5-12=-362/593 WEBS 3-6=-491/339, 3-5=-874/473 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 8-0-0, Exterior(2E) 8-0-0 to 9-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 173 lb uplift at joint 2. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 F2 11Half Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:21 Page: 1 ID:YncmmjiEwhmhGZM5slbRgeyYrTJ-E4vn0uxayH?WWb9Y3601SJwSrnmMRVHUakTziXyYqOa =3x4 2x4 3x4 =3x4 1 2 10 6 5 11 7 8 3 9 4 T1 W3 B1 W1 W2 Scale = 1:57.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT) -0.07 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 5 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S Wind(LL) 0.05 2-6 >999 240 BCDL 7.0 Weight: 41 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=653/0-5-8, (min. 0-1-8), 5=459/ Mechanical, (min. 0-1-8) Max Horiz 2=74 (LC 11) Max Uplift 2=-170 (LC 10), 5=-112 (LC 10) Max Grav 2=814 (LC 19), 5=632 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1376/686, 7-8=-1369/688, 3-8=-1303/697 BOT CHORD 2-10=-757/1259, 6-10=-757/1259, 6-11=-757/1259, 5-11=-757/1259 WEBS 3-5=-1278/747 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 9-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 5 and 170 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 F3 15Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:22 Page: 1 ID:QlG?uf8l?FrL7LG3cNGQGkyYrU2-iGT9DEyCjb7N8ljldqYG?WTjhB86AtOdoODWFzyYqOZ 4x4 =4x4 2x4 4x4 68 1 7 5 42 3 T1 T2 B1 W1 HW1 HW1 Scale = 1:59.6 Plate Offsets (X, Y): [1:0-3-0,0-0-7], [5:0-6-0,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.01 1-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 1-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 1-7 >999 240 BCDL 7.0 Weight: 41 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E -- 2-5-2, Right 2x6 DF 1800F 1.6E -- 2-5-2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=389/0-3-8, (min. 0-1-8), 5=566/0-3-8, (min. 0-1-8) Max Horiz 1=-52 (LC 12) Max Uplift 1=-83 (LC 14), 5=-138 (LC 14) Max Grav 1=517 (LC 19), 5=745 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-511/287, 2-3=-338/298, 3-4=-367/303, 4-5=-532/294 BOT CHORD 1-7=-160/292, 5-7=-160/292 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-1-8, Exterior(2R) 4-1-8 to 7-1-8, Interior (1) 7-1-8 to 9-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 1 and 138 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 G1G 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:22 Page: 1 ID:QlG?uf8l?FrL7LG3cNGQGkyYrU2-iGT9DEyCjb7N8ljldqYG?WTkJBBeA_WdoODWFzyYqOZ 4x4 =4x4 2x4 4x4 68 1 7 5 42 3 T1 T2 B1 W1 HW1 HW1 Scale = 1:59.6 Plate Offsets (X, Y): [1:0-3-0,0-0-7], [5:0-6-0,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.01 5-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 5-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 5-7 >999 240 BCDL 7.0 Weight: 41 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E -- 2-5-2, Right 2x6 DF 1800F 1.6E -- 2-5-2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=389/0-3-8, (min. 0-1-8), 5=566/0-3-8, (min. 0-1-8) Max Horiz 1=-52 (LC 12) Max Uplift 1=-83 (LC 14), 5=-138 (LC 14) Max Grav 1=517 (LC 19), 5=745 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-511/287, 2-3=-338/298, 3-4=-367/303, 4-5=-532/294 BOT CHORD 1-7=-160/292, 5-7=-160/292 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-1-8, Exterior(2R) 4-1-8 to 7-1-8, Interior (1) 7-1-8 to 9-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 1 and 138 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 G2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:22 Page: 1 ID:QlG?uf8l?FrL7LG3cNGQGkyYrU2-iGT9DEyCjb7N8ljldqYG?WTkJBBeA_WdoODWFzyYqOZ 712 2x4 3x4 =4x4 =3x8 3x4 2x4 6 5 4 31 2 T1 T1 W1W1 B1 W3 W2W2 Scale = 1:46.3 Plate Offsets (X, Y): [1:0-1-12,0-1-8], [3:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 4-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 4-5 >999 240 BCDL 7.0 Weight: 34 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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) 4=308/ Mechanical, (min. 0-1-8), 6=308/ Mechanical, (min. 0-1-8) Max Horiz 6=-57 (LC 12) Max Uplift 4=-67 (LC 14), 6=-67 (LC 14) Max Grav 4=372 (LC 19), 6=372 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/201, 2-3=-270/201, 3-4=-354/202, 1-6=-354/202 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6 and 67 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 G3 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:22 Page: 1 ID:QlG?uf8l?FrL7LG3cNGQGkyYrU2-iGT9DEyCjb7N8ljldqYG?WTm9BCLA_OdoODWFzyYqOZ 312 2x4 2x4 1 2 4 3 T1 W1 B1 Scale = 1:46.2 Plate Offsets (X, Y): [2:0-3-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 2-4 >790 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.10 2-4 >669 240 BCDL 7.0 Weight: 20 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 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=453/0-3-8, (min. 0-1-8), 4=246/ Mechanical, (min. 0-1-8) Max Horiz 2=45 (LC 11) Max Uplift 2=-124 (LC 10), 4=-58 (LC 10) Max Grav 2=629 (LC 19), 4=334 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-295/116 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4 and 124 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 M1G 11Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:QlG?uf8l?FrL7LG3cNGQGkyYrU2-iGT9DEyCjb7N8ljldqYG?WTghB9eA?cdoODWFzyYqOZ 312 2x4 2x4 1 2 4 3 T1 W1 B1 Scale = 1:46.2 Plate Offsets (X, Y): [2:0-3-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 2-4 >790 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.10 2-4 >669 240 BCDL 7.0 Weight: 20 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 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=453/0-3-8, (min. 0-1-8), 4=246/ Mechanical, (min. 0-1-8) Max Horiz 2=45 (LC 11) Max Uplift 2=-124 (LC 10), 4=-58 (LC 10) Max Grav 2=629 (LC 19), 4=334 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-295/116 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4 and 124 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 M2 15Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:uxqN6?9OmZzClUrGA4nfpxyYrU1-BT1XRazqUuFElvIxBX3VYk0rRbVtvSsn12y4nPyYqOY 1312 3x4 3x4 1 21 20 19 18 17 16 15 14 13 12 11 102 93 84 75 6 T1 T1 B1 B2 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 ST5 Scale = 1:75.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horiz(TL) 0.00 11 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 123 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. WEBS 1 Row at midpt 5-17, 7-15, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 17-8-1. (lb) - Max Horiz 1=170 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19, 21 Max Grav All reactions 250 (lb) or less at joint (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19, 21 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior (1) 3-4-0 to 8-10-4, Exterior(2R) 8-10-4 to 11-8-9, Interior (1) 11-8-9 to 17-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 11, 21, 19, 18, 17, 12, 13, 14, 15, 16. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 XFB 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:uxqN6?9OmZzClUrGA4nfpxyYrU1-BT1XRazqUuFElvIxBX3VYk0_1bYCvR0n12y4nPyYqOY 3x4 1 27 26 25 2423 22 21 20 19 18 17 16 15 142 133 124 115 106728 8 299 T1 T2 T1 B1 B2 ST1 ST2 ST3 ST4 ST5 ST1 ST2 ST3 ST4 ST5ST5 Scale = 1:80.7 Plate Offsets (X, Y): [6:0-2-8,0-1-12], [10:0-2-8,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horiz(TL) 0.00 15 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 166 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-23, 7-22, 11-19, 9-20, 8-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 23-1-9. (lb) - Max Horiz 1=-186 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 15, 16, 17, 18, 19, 21, 23, 25, 26, 27 Max Grav All reactions 250 (lb) or less at joint (s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior (1) 3-4-0 to 9-7-0, Exterior(2E) 9-7-0 to 13-7-0, Exterior(2R) 13-7-0 to 17-9-15, Interior (1) 17-9-15 to 22-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 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, 15, 27, 26, 25, 23, 16, 17, 18, 19, 21. 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 J1634-20 XFC 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:M7OmJL90Ws63MeQSkoIuL9yYrU0-BT1XRazqUuFElvIxBX3VYk0_3bYCvR4n12y4nPyYqOY 2x4 2x4 2x4 2x4 2x4 1 5 4 2 3 T1 W1 B1 ST1 Scale = 1:37.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 20 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=58/4-0-8, (min. 0-1-8), 4=74/4-0-8, (min. 0-1-8), 5=218/4-0-8, (min. 0-1-8) Max Horiz 1=101 (LC 9) Max Uplift 1=-21 (LC 10), 4=-34 (LC 9), 5=-65 (LC 12) Max Grav 1=90 (LC 18), 4=81 (LC 17), 5=218 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Gable requires continuous bottom chord bearing. 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 21 lb uplift at joint 1, 34 lb uplift at joint 4 and 65 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 J1634-20 XFF 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:M7OmJL90Ws63MeQSkoIuL9yYrU0-BT1XRazqUuFElvIxBX3VYk0xVbYCvS8n12y4nPyYqOY 2x4 =3x4 2x4 1 9 2 12 8 13 76 10 3 11 45 T1 W3 B1 W1 W2 Scale = 1:57.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.02 8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 2-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 7 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.01 2-8 >999 240 BCDL 7.0 Weight: 36 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=696/0-7-6, (min. 0-1-8), 7=452/ Mechanical, (min. 0-1-8) Max Horiz 2=76 (LC 25) Max Uplift 2=-170 (LC 10), 7=-83 (LC 10) Max Grav 2=832 (LC 15), 7=540 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-919/115, 3-10=-824/124 BOT CHORD 2-12=-146/785, 8-12=-146/785, 8-13=-146/785, 7-13=-146/785 WEBS 3-7=-837/140 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 7 and 170 lb uplift at joint 2. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 6 lb up at 2-9-8, 49 lb down and 6 lb up at 2-9-8, and 124 lb down and 24 lb up at 5-7-7, and 124 lb down and 24 lb up at 5-7-7 on top chord, and 6 lb down and 14 lb up at 2-9-8, 6 lb down and 14 lb up at 2-9-8, and 15 lb down and 25 lb up at 5-7-7, and 15 lb down and 25 lb up at 5-7-7 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 2-6=-14 Concentrated Loads (lb) Vert: 11=-110 (F=-55, B=-55), 12=-3 (F=-2, B=-2), 13=-12 (F=-6, B=-6) Job Truss Truss Type Qty Ply J1634-20 YR1 13Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:23 Page: 1 ID:7xODZuTheYFWsUqFhYFlsQyYrTd-BT1XRazqUuFElvIxBX3VYk0rtbXkvOln12y4nPyYqOY =3x4 2x4 3x4 =4x4 2x4 1 10 2 6 5 9 7 3 8 4 T1 W3 B1 W1 W2 Scale = 1:54.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.03 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 2-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-6 >999 240 BCDL 7.0 Weight: 33 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=686/0-7-6, (min. 0-1-8), 5=415/ Mechanical, (min. 0-1-8) Max Horiz 2=49 (LC 9) Max Uplift 2=-217 (LC 6), 5=-107 (LC 6) Max Grav 2=872 (LC 15), 5=463 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1075/210, 3-7=-1011/216 BOT CHORD 2-9=-215/993, 6-9=-215/993, 6-10=-215/993, 5-10=-215/993 WEBS 3-5=-1024/232 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 5 and 217 lb uplift at joint 2. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 4 lb up at 2-9-8, 57 lb down and 4 lb up at 2-9-8, and 112 lb down and 24 lb up at 5-7-7, and 112 lb down and 24 lb up at 5-7-7 on top chord, and 6 lb down and 14 lb up at 2-9-8, 6 lb down and 14 lb up at 2-9-8, and 15 lb down and 25 lb up at 5-7-7, and 15 lb down and 25 lb up at 5-7-7 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 2-5=-14 Concentrated Loads (lb) Vert: 8=-85 (F=-42, B=-42), 9=-3 (F=-2, B=-2), 10=-12 (F=-6, B=-6) Job Truss Truss Type Qty Ply J1634-20 YR2 11Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:24 Page: 1 ID:b7ybmEUJPrNNUePSFFm_PeyYrTc-ffbvew_SFCN5N2t7kFak4xY?Z?sIerkwGiidJsyYqOX 512 =2x4 2x4 2x4 1 5 2 8 9 4 6 7 3 T1 W1 B1 Scale = 1:49 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT) -0.09 2-4 >756 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.10 2-4 >669 240 BCDL 7.0 Weight: 23 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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=468/0-5-8, (min. 0-1-8), 4=247/ Mechanical, (min. 0-1-8) Max Horiz 2=76 (LC 11) Max Uplift 2=-118 (LC 14), 4=-54 (LC 11) Max Grav 2=683 (LC 19), 4=367 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-327/138 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 4 and 118 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z1 122Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:24 Page: 1 ID:M7OmJL90Ws63MeQSkoIuL9yYrU0-ffbvew_SFCN5N2t7kFak4xY?r?rBev6wGiidJsyYqOX 512 =2x4 1 5 2 7 4 6 3 T1 B1 Scale = 1:44.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-4 >999 240 BCDL 7.0 Weight: 14 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=388/0-5-8, (min. 0-1-8), 3=111/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=61 (LC 14) Max Uplift 2=-96 (LC 14), 3=-54 (LC 18), 4=-13 (LC 10) Max Grav 2=587 (LC 19), 3=172 (LC 19), 4=63 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 96 lb uplift at joint 2 and 13 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z1A 16Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:24 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-ffbvew_SFCN5N2t7kFak4xY3N?tEev6wGiidJsyYqOX 512 =2x4 1 2 6 4 5 T1 B1 Scale = 1:65.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 2-4 >999 240 BCDL 7.0 Weight: 8 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=311/0-5-8, (min. 0-1-8), 3=12/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=43 (LC 14) Max Uplift 2=-87 (LC 14), 3=-112 (LC 18), 4=-7 (LC 10) Max Grav 2=452 (LC 19), 3=18 (LC 19), 4=33 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 1-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 2, 7 lb uplift at joint 4 and 112 lb uplift at joint 3. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z1B 16Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-7r9HsG?40WVy?CSKIy5zd85FtOEaNMM3UMRBrIyYqOW 312 =3x4 2x4 2x4 1 2 7 8 4 5 6 3 T1 W1 B1 Scale = 1:45.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT) -0.09 2-4 >756 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.12 2-4 >586 240 BCDL 7.0 Weight: 21 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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=466/0-5-8, (min. 0-1-8), 4=248/ Mechanical, (min. 0-1-8) Max Horiz 2=46 (LC 11) Max Uplift 2=-128 (LC 10), 4=-59 (LC 10) Max Grav 2=648 (LC 19), 4=337 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-297/142 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 4 and 128 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z2 12Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-7r9HsG?40WVy?CSKIy5zd85BnOAqNMM3UMRBrIyYqOW 312 =3x4 1 5 2 7 4 6T1 B1 Scale = 1:42.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.02 2-4 >999 240 BCDL 7.0 Weight: 13 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=385/0-5-8, (min. 0-1-8), 3=112/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=39 (LC 10) Max Uplift 2=-109 (LC 10), 3=-52 (LC 18), 4=-13 (LC 10) Max Grav 2=539 (LC 19), 3=160 (LC 19), 4=63 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 3-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 109 lb uplift at joint 2 and 13 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z2A 12Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-7r9HsG?40WVy?CSKIy5zd85FKODBNMM3UMRBrIyYqOW 312 =3x4 1 2 6 4 5T1B1 Scale = 1:64.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.00 2-4 >999 240 BCDL 7.0 Weight: 8 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=308/0-5-8, (min. 0-1-8), 3=13/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=27 (LC 10) Max Uplift 2=-93 (LC 10), 3=-109 (LC 18), 4=-7 (LC 10) Max Grav 2=419 (LC 18), 3=18 (LC 19), 4=33 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-7 to 1-3-9, Interior (1) 1-3-9 to 1-11-9 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 2, 7 lb uplift at joint 4 and 109 lb uplift at joint 3. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z2B 12Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-7r9HsG?40WVy?CSKIy5zd85F6OEVNMM3UMRBrIyYqOW 512 =2x4 2x4 2x4 1 2 6 4 5 3 T1 W1 B1 Scale = 1:48.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.03 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.18 Vert(CT) -0.06 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.07 2-4 >926 240 BCDL 7.0 Weight: 21 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=442/0-5-8, (min. 0-1-8), 4=214/ Mechanical, (min. 0-1-8) Max Horiz 2=69 (LC 11) Max Uplift 2=-113 (LC 14), 4=-48 (LC 11) Max Grav 2=666 (LC 19), 4=313 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-278/125 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-11 to 1-3-5, Interior (1) 1-3-5 to 5-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 4 and 113 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1634-20 Z3 13Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:qJx8XhAeHAEw_o_eHVp7uMyYrU?-7r9HsG?40WVy?CSKIy5zd85DiOC8NMM3UMRBrIyYqOW 512 =3x4 2x4 2x4 1 4 5 3 2 T1 W1 B1 Scale = 1:28.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.11 1-3 >543 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT) -0.15 1-3 >408 240 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-P Wind(LL) 0.05 1-3 >999 240 BCDL 7.0 Weight: 22 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-6 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=794/0-5-8, (min. 0-1-8), 3=1059/ Mechanical, (min. 0-1-8) Max Horiz 1=58 (LC 7) Max Uplift 1=-142 (LC 10), 3=-190 (LC 10) Max Grav 1=910 (LC 14), 3=1175 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/38 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 1 and 190 lb uplift at joint 3. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 680 lb down and 112 lb up at 2-2-12, and 680 lb down and 112 lb up at 4-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 1-3=-14 Concentrated Loads (lb) Vert: 4=-680 (B), 5=-680 (B) Job Truss Truss Type Qty Ply J1634-20 Z3G 11Jack-Closed Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Tue Sep 29 07:19:25 Page: 1 ID:efjoknb8PaMNXhbKlBCba?yYqeX-7r9HsG?40WVy?CSKIy5zd859HO2mNMM3UMRBrIyYqOW