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HomeMy WebLinkAboutTRUSS DESIGN - 21-01028 - 1020 Cypress Loop - New SFR712 =5x6 =2x4 =8x10 =6x8 =4x4 =7x8 =5x6 =7x8 =4x4 =6x8 =8x10 =2x4 =5x6 111 2 15 20 14 13 12 10 93 5 17 6 18 7 19164 8 T1 T2T2 T1 B1 B2 B1 W1 W2 W2 W1 W4W3 W4 W3W5W5 1-6-0 -1-6-0 1-6-0 36-0-0 3-5-12 8-0-0 3-5-12 29-11-12 4-4-4 26-6-0 4-4-4 12-4-4 4-10-12 17-3-0 4-10-12 22-1-12 4-6-4 4-6-4 4-6-4 34-6-0 4-6-0 26-7-12 4-6-0 12-4-4 7-10-4 7-10-4 7-10-4 34-6-0 9-9-8 22-1-125-10-90-4-5 0-1-12 4-10-94-10-90-1-125-0-5Scale = 1:80.2 Plate Offsets (X, Y):[2:0-3-0,0-2-11], [4:0-5-0,Edge], [6:0-3-0,0-3-0], [8:0-5-0,Edge], [10:0-3-0,0-2-11], [12:0-5-0,0-4-12], [13:0-4-0,0-5-4], [14:0-4-0,0-5-4], [15:0-5-0,0-4-12] 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 0.58 Vert(LL)-0.37 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.48 13-14 >846 240 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(CT)0.13 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.22 13-14 >999 240 BCDL 7.0 Weight: 390 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 4-3-6 oc purlins, except 2-0-0 oc purlins (3-9-1 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=5248/0-5-8, (min. 0-2-14), 10=3331/0-5-8, (min. 0-1-14) Max Horiz 2=-123 (LC 8) Max Uplift 2=-1742 (LC 10), 10=-1169 (LC 10) Max Grav 2=5411 (LC 29), 10=3494 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10000/3018, 3-4=-10035/3030, 4-16=-8584/2619, 5-16=-8589/2619, 5-17=-11423/3409, 6-17=-11423/3409, 6-18=-8135/2413, 7-18=-8135/2413, 7-19=-5373/1657, 8-19=-5368/1658, 8-9=-6277/1908, 9-10=-6306/1916 BOT CHORD 2-15=-2482/8499, 15-20=-3218/11423, 14-20=-3218/11423, 13-14=-2787/10182, 12-13=-2222/8135, 10-12=-1540/5349 WEBS 3-15=-218/287, 4-15=-1427/4655, 8-12=-868/2783, 9-12=-373/138, 5-14=-653/2022, 5-15=-4019/1120, 7-13=-624/1973, 7-12=-3917/1070, 6-14=-653/2212, 6-13=-2782/768 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 0-3-0 oc, Except member 4-15 2x4 - 1 row at 0-5-0 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=34ft; eave=4ft; Cat. II; Exp C; 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 C; 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)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 1742 lb uplift at joint 2 and 1169 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1600 lb down and 473 lb up at 8-0-0, 542 lb down and 145 lb up at 10-0-12, and 542 lb down and 145 lb up at 12-0-12, and 2255 lb down and 729 lb up at 12-4-8 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: 1-4=-84, 4-8=-84, 8-11=-84, 2-10=-14 Concentrated Loads (lb) Vert: 14=-2797 (F), 15=-1600 (F), 20=-542 (F) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 A1 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:12 Page: 1 ID:srLCmsrdJwpWBA8J5SoYgmy3ndE-5V20Aota8i85N9JqNv_g1GlgaSpANpwejXOE43y3kwB 712 =MT18HS 3x8 =2x4 =MT18HS 3x8 =4x6 =MT18HS 3x8 =2x4 =MT18HS 3x8 =MT18HS 3x8 =4x6 =MT18HS 3x8 =2x4 =MT18HS 3x8 91 15 242 25 26 14 2713 12 11 28 10 29 30 8 2316 3 7 519 2018 21 22174 6 T1 T2 T1 B1 B3B2 W1 W2 W3 W4 W3 W2 W1 1-6-0 -1-6-0 1-6-0 36-0-0 4-9-3 10-0-0 4-9-3 29-3-3 5-2-13 5-2-13 5-2-13 34-6-0 7-3-0 17-3-0 7-3-0 24-6-0 7-4-12 17-3-0 7-4-12 24-7-12 9-10-4 9-10-4 9-10-4 34-6-07-0-90-4-5 0-1-12 6-0-96-0-90-1-126-2-5Scale = 1:80.2 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-8-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.24 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.41 8-10 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.14 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 2-14 >992 240 BCDL 7.0 Weight: 164 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 (3-10-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 5-14, 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=1819/0-5-8, (min. 0-2-6), 8=1819/0-5-8, (min. 0-2-6) Max Horiz 2=-149 (LC 12) Max Uplift 2=-710 (LC 14), 8=-710 (LC 14) Max Grav 2=2210 (LC 33), 8=2210 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3111/1556, 3-16=-2934/1575, 3-4=-2816/1529, 4-17=-2399/1350, 17-18=-2402/1350, 18-19=-2404/1350, 5-19=-2407/1350, 5-20=-2407/1350, 20-21=-2404/1350, 21-22=-2402/1350, 6-22=-2399/1350, 6-7=-2816/1529, 7-23=-2934/1575, 8-23=-3111/1556 BOT CHORD 2-25=-1307/2494, 25-26=-1307/2494, 14-26=-1307/2494, 14-27=-1404/3290, 13-27=-1404/3290, 12-13=-1404/3290, 11-12=-1404/3290, 11-28=-1404/3290, 10-28=-1404/3290, 10-29=-1302/2494, 29-30=-1302/2494, 8-30=-1302/2494 WEBS 3-14=-658/147, 4-14=-659/924, 5-14=-1125/335, 5-12=-226/296, 5-10=-1125/335, 6-10=-659/924, 7-10=-658/147 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-10-8, Interior (1) 1-10-8 to 10-0-0, Exterior(2R) 10-0-0 to 14-10-9, Interior (1) 14-10-9 to 24-6-0, Exterior(2R) 24-6-0 to 29-4-14, Interior (1) 29-4-14 to 36-0-14 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 C; 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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 710 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 T Webb / Moulton Home J1811-21 A2 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:14 Page: 1 ID:9BGrEFw0g3hWXFBf?QQBSFy3nd7-_GHW?9w5BxeXsncbck3cC6vIn3CKJgxEe8MSDqy3kw7 712 =4x6 =2x4 =3x4 =MT18HS 3x8 =4x6 =4x4 =2x4 =MT18HS 3x8 =3x4 =4x6 =MT18HS 3x8 =3x4 =2x4 =4x6 91 2 27 16 28 15 2914 301331 12 32 11 33 10 34 8 26171825 732419 52122 2320 64 T1 T2 T1 B1 B3B2 W1 W2 W3 W4 W5 W4 W3 W2 W1 1-6-0 36-0-0 1-6-0 -1-6-0 5-3-0 17-3-0 5-3-0 22-6-0 5-9-3 12-0-0 5-9-3 28-3-3 6-2-13 6-2-13 6-2-13 34-6-0 5-4-12 17-3-0 5-4-12 22-7-12 5-7-7 28-3-3 5-7-7 11-10-4 6-2-13 6-2-13 6-2-13 34-6-08-2-90-4-5 0-1-12 7-2-97-2-90-1-127-4-5Scale = 1:80.2 Plate Offsets (X, Y):[2:Edge,0-0-4], [3:0-1-12,0-1-8], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [7:0-1-12,0-1-8], [8:Edge,0-0-4] 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 0.71 Vert(LL)-0.20 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.27 11-13 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.13 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.15 11-13 >999 240 BCDL 7.0 Weight: 180 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 2-9-14 oc purlins, except 2-0-0 oc purlins (4-2-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 1 Row at midpt 5-15, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1819/0-5-8, (min. 0-2-10), 8=1819/0-5-8, (min. 0-2-10) Max Horiz 2=-175 (LC 12) Max Uplift 2=-710 (LC 14), 8=-710 (LC 14) Max Grav 2=2436 (LC 33), 8=2436 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3526/1670, 17-18=-3362/1672, 3-18=-3311/1689, 3-19=-2603/1393, 4-19=-2359/1415, 4-20=-2031/1263, 20-21=-2033/1262, 5-21=-2033/1262, 5-22=-2033/1262, 22-23=-2033/1262, 6-23=-2031/1263, 6-24=-2359/1415, 7-24=-2603/1393, 7-25=-3311/1689, 25-26=-3362/1672, 8-26=-3526/1670 BOT CHORD 2-27=-1387/2823, 16-27=-1387/2823, 16-28=-1387/2823, 15-28=-1387/2823, 15-29=-1175/2322, 14-29=-1175/2322, 14-30=-1175/2322, 13-30=-1175/2322, 13-31=-1175/2322, 12-31=-1175/2322, 12-32=-1175/2322, 11-32=-1175/2322, 11-33=-1382/2823, 10-33=-1382/2823, 10-34=-1382/2823, 8-34=-1382/2823 WEBS 3-16=-252/214, 3-15=-927/384, 4-15=-598/802, 5-15=-647/254, 5-13=-218/265, 5-11=-647/254, 6-11=-598/802, 7-11=-927/384, 7-10=-252/214 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-10-8, Interior (1) 1-10-8 to 12-0-0, Exterior(2R) 12-0-0 to 16-10-9, Interior (1) 16-10-9 to 22-6-0, Exterior(2R) 22-6-0 to 27-4-9, Interior (1) 27-4-9 to 36-0-14 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 C; 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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 710 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 T Webb / Moulton Home J1811-21 A3 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:15 Page: 1 ID:6aOcfxyGBhxEnZK17rSfYgy3nd5-SSrvDVxjyFmOTxBoASarkJSVOTaJ22FNto6?lGy3kw6 712 =4x6 =2x4 =3x4 =3x4 =3x4 =5x6 =5x8 =5x6 =5x8 =3x4 =3x4 =3x4 =2x4 =4x6 121 17 262 27 16 15 28 29 30 14 13 31 11 2518 19 24 10349 2320 5 8 6 21 22 7 T2 T1 T3 T2 T1 B1B2B1 W3W2 W1 W1 W2W3 W4 W4W5 1-6-0 -1-6-0 1-6-0 36-0-0 2-4-2 22-10-2 2-4-2 14-0-0 5-7-2 11-7-14 5-7-2 28-5-5 6-6-0 20-6-0 6-0-11 6-0-11 6-0-11 34-6-0 5-1-11 25-7-11 5-1-11 14-0-0 6-6-0 20-6-0 8-10-5 8-10-5 8-10-5 34-6-09-4-90-4-5 0-1-12 8-4-98-4-90-1-128-6-5Scale = 1:81.1 Plate Offsets (X, Y):[2:Edge,0-0-4], [6:0-3-0,0-2-0], [11:Edge,0-0-4], [14:0-2-12,0-3-0], [15:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.26 2-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.39 2-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.14 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 2-16 >999 240 BCDL 7.0 Weight: 189 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* 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 2-4-11 oc purlins, except 2-0-0 oc purlins (3-11-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1819/0-5-8, (min. 0-2-12), 11=1819/0-5-8, (min. 0-2-12) Max Horiz 2=201 (LC 13) Max Uplift 2=-710 (LC 14), 11=-710 (LC 14) Max Grav 2=2585 (LC 33), 11=2585 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3963/1595, 18-19=-3765/1595, 3-19=-3562/1613, 3-4=-3410/1599, 4-20=-3180/1610, 5-20=-3174/1621, 5-6=-2590/1367, 6-21=-2153/1216, 21-22=-2153/1216, 7-22=-2153/1216, 7-8=-2590/1368, 8-23=-3174/1621, 9-23=-3179/1610, 9-10=-3410/1599, 10-24=-3562/1613, 24-25=-3765/1595, 11-25=-3963/1595 BOT CHORD 2-27=-1326/3208, 16-27=-1326/3208, 15-16=-1096/2468, 15-28=-978/2151, 28-29=-978/2151, 29-30=-978/2151, 14-30=-978/2151, 13-14=-1092/2469, 13-31=-1322/3208, 11-31=-1322/3208 WEBS 5-15=-978/364, 5-16=-421/735, 3-16=-727/168, 10-13=-728/168, 8-13=-420/733, 8-14=-974/362, 6-15=-604/997, 7-14=-553/995, 6-14=-298/302 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-10-8, Interior (1) 1-10-8 to 14-0-0, Exterior(2R) 14-0-0 to 18-10-9, Interior (1) 18-10-9 to 20-6-0, Exterior(2R) 20-6-0 to 25-4-9, Interior (1) 25-4-9 to 36-0-14 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 C; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 710 lb uplift at joint 11 and 710 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)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 T Webb / Moulton Home J1811-21 A4 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:16 Page: 1 ID:lu78A25oNNSXDPFLqMgT1Cy3ncv-SSrvDVxjyFmOTxBoASarkJSUoTXM2?nNto6?lGy3kw6 712 =5x6 =2x4 =3x4 =3x4 =3x4 =MT18HS 3x8 =3x4 =4x6 =4x4 =MT18HS 3x8 =MT18HS 3x8 =3x4 =3x4 =3x4 =2x4 =4x6 1 2 27 17 2829 3016 15 14 1331 3233 12 34 112618 25 103942419 2320222158 76 T1 T2 T3 T4 T2 B1B2B1 W4 W3W2 W1 W1 W2W3 W4W5 1-6-0 -1-6-0 2-6-0 18-6-0 4-4-2 22-10-2 4-4-2 16-0-0 5-7-2 11-7-14 5-7-2 28-5-5 6-0-11 6-0-11 6-0-11 34-6-0 2-9-8 18-7-12 6-11-15 25-7-11 6-11-15 15-10-4 8-10-5 8-10-5 8-10-5 34-6-010-6-90-4-5 0-1-12 9-6-99-6-90-1-129-8-5Scale = 1:105.4 Plate Offsets (X, Y):[2:0-1-3,Edge], [6:0-3-0,0-1-0], [7:0-1-12,0-1-12], [11:0-0-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.28 15-17 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.36 11-12 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.15 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 11-12 >999 240 BCDL 7.0 Weight: 192 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T4:2x4 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 (4-4-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at midpt 5-15, 8-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1823/0-5-8, (min. 0-2-14), 11=1664/0-5-8, (min. 0-2-11) Max Horiz 2=222 (LC 13) Max Uplift 2=-712 (LC 14), 11=-635 (LC 14) Max Grav 2=2673 (LC 33), 11=2527 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-4324/1520, 3-18=-4172/1538, 3-4=-3833/1527, 4-19=-3759/1529, 19-20=-3614/1537, 20-21=-3542/1546, 5-21=-3408/1549, 5-6=-2814/1211, 6-7=-2269/1054, 7-8=-2816/1201, 8-22=-3434/1544, 22-23=-3568/1542, 23-24=-3635/1534, 9-24=-3786/1524, 9-10=-3860/1523, 10-25=-4144/1538, 25-26=-4222/1521, 11-26=-4339/1519 BOT CHORD 2-27=-1294/3555, 17-27=-1294/3555, 17-28=-1070/2852, 28-29=-1070/2852, 29-30=-1070/2852, 16-30=-1070/2852, 15-16=-1070/2852, 14-15=-851/2264, 13-14=-1014/2858, 13-31=-1014/2858, 31-32=-1014/2858, 32-33=-1014/2858, 12-33=-1014/2858, 12-34=-1258/3597, 11-34=-1258/3597 WEBS 6-15=-583/985, 5-15=-1094/401, 5-17=-437/751, 3-17=-683/162, 10-12=-721/178, 8-12=-445/775, 8-14=-1096/402, 7-14=-527/984, 6-14=-303/325 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-10-8, Interior (1) 1-10-8 to 16-0-0, Exterior(2E) 16-0-0 to 18-6-0, Exterior(2R) 18-6-0 to 23-4-9, Interior (1) 23-4-9 to 34-3-4 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 C; 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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 635 lb uplift at joint 11 and 712 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 A5 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:16 Page: 1 ID:hGEvbk72u_iFSiPjxnix6dy3nct-wfPHQryLjYvF54m_k954HX?gLssCnT8W5SrYHiy3kw5 712 =4x4 =2x4 =3x4 =3x4 =3x4 =MT18HS 3x8 =4x6 =MT18HS 3x8 =MT18HS 3x8 =3x4 =3x4 =3x4 =2x4 =4x4 1 2 15 20 14 13 12 21 11 10 3 984 16 1957 17 18 6 T2 T1 T2 T3 B1 B1B2 W4 W3 W2 W1 W3W2 W1 1-6-0 -1-6-0 5-7-2 11-7-14 5-7-2 28-5-5 5-7-2 22-10-2 5-7-2 17-3-0 6-0-11 6-0-11 6-0-11 34-6-0 8-4-11 17-3-0 8-4-11 25-7-11 8-10-5 8-10-5 8-10-5 34-6-011-3-50-4-5 10-5-1Scale = 1:92.4 Plate Offsets (X, Y):[2:0-1-1,Edge], [10:0-1-1,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 0.62 Vert(LL)-0.24 13-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.33 13-15 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.10 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.31 10-11 >999 240 BCDL 7.0 Weight: 171 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 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS 1 Row at midpt 6-13, 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1823/0-5-8, (min. 0-1-15), 10=1664/0-5-8, (min. 0-1-13) Max Horiz 2=240 (LC 13) Max Uplift 2=-712 (LC 14), 10=-635 (LC 14) Max Grav 2=1823 (LC 1), 10=1675 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2787/1845, 3-4=-2534/1824, 4-16=-2439/1844, 5-16=-2344/1846, 5-17=-1787/1319, 6-17=-1686/1334, 6-18=-1686/1337, 7-18=-1786/1322, 7-19=-2361/1856, 8-19=-2380/1854, 8-9=-2552/1834, 9-10=-2787/1856 BOT CHORD 2-15=-1530/2290, 15-20=-1211/1892, 14-20=-1211/1892, 13-14=-1211/1892, 12-13=-1204/1898, 12-21=-1204/1898, 11-21=-1204/1898, 10-11=-1528/2314 WEBS 6-13=-1189/1354, 7-13=-903/540, 7-11=-585/587, 9-11=-396/171, 5-13=-894/536, 5-15=-577/566, 3-15=-371/158 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-10-8, Interior (1) 1-10-8 to 17-3-0, Exterior(2R) 17-3-0 to 20-8-6, Interior (1) 20-8-6 to 34-3-4 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 C; 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2 and 635 lb uplift at joint 10. 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 T Webb / Moulton Home J1811-21 A6 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:17 Page: 1 ID:SkcD?DOP1Y8mFUpBQBetgzy3ndp-OrzfeByzUs16jELAItcJqkXtHGEDW_ygK6b6q9y3kw4 712 =5x6 =2x4 =10x10 =MT20HS 7x10 =MT20HS 7x10 =4x4 =7x8 =MT18HS 3x8 =5x8 =MT20HS 7x10 =M18AHS 7x14 =10x10 =2x4 =5x8 1 2 15 22 14 13 23 24 12 11 25 10 26 27 28 9 83 5 1819 6 2017 2116 74 T1 T2 T3 T4 B1 B1B2 W1 W2 W2 W1 W4W3 W3 W4 W3 1-6-0 -1-6-0 3-5-12 8-0-0 3-5-12 29-3-12 4-6-4 33-10-0 4-6-4 4-6-4 5-10-12 25-10-0 5-10-12 13-10-12 6-0-8 19-11-4 6-0-8 25-11-12 6-0-8 19-11-4 6-0-8 13-10-12 7-10-4 33-10-0 7-10-4 7-10-45-10-90-4-5 0-1-12 4-10-94-10-90-1-125-0-5Scale = 1:76.4 Plate Offsets (X, Y):[2:0-3-0,0-2-11], [4:0-6-8,0-2-0], [6:0-3-0,0-3-0], [7:0-10-8,0-2-0], [9:0-1-3,Edge], [12:0-4-12,0-1-8], [13:0-3-8,0-4-12] 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 0.99 Vert(LL)-0.50 12-13 >800 360 MT20HS 165/146 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-0.62 12-13 >653 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.98 Horz(CT)0.17 9 n/a n/a M18AHS 169/162 BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.24 12-13 >999 240 MT18HS 220/195 BCDL 7.0 Weight: 372 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 3-8-0 oc purlins, except 2-0-0 oc purlins (3-0-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS (lb/size)2=5511/0-5-8, (min. 0-3-1), 9=6034/ Mechanical, (min. 0-1-8) Max Horiz 2=118 (LC 9) Max Uplift 2=-1729 (LC 10), 9=-1808 (LC 10) Max Grav 2=5694 (LC 29), 9=6220 (LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10495/3006, 3-4=-10556/3019, 4-16=-9037/2612, 16-17=-9040/2612, 5-17=-9045/2612, 5-18=-12800/3547, 18-19=-12800/3547, 6-19=-12800/3547, 6-20=-9161/2615, 20-21=-9156/2615, 7-21=-9156/2615, 7-8=-10702/3029, 8-9=-10764/3058 BOT CHORD 2-15=-2516/8916, 15-22=-3403/12800, 14-22=-3403/12800, 13-14=-3403/12800, 13-23=-3365/12697, 23-24=-3365/12697, 12-24=-3365/12697, 11-12=-3358/12675, 11-25=-3358/12675, 10-25=-3358/12675, 10-26=-2602/9288, 26-27=-2602/9288, 27-28=-2602/9288, 9-28=-2602/9288 WEBS 3-15=-186/341, 4-15=-1397/4767, 7-10=-1413/4875, 8-10=-533/143, 5-13=-526/1893, 5-15=-4691/1168, 6-13=-60/321, 6-12=-467/1545, 6-10=-4407/1113 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-15 2x4 - 1 row at 0-5-0 oc, Except member 7-10 2x4 - 1 row at 0-5-0 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=34ft; eave=4ft; Cat. II; Exp C; 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 C; 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)Refer to girder(s) for truss to truss connections. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1808 lb uplift at joint 9 and 1729 lb uplift at joint 2. 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) 1600 lb down and 473 lb up at 8-0-0, 542 lb down and 145 lb up at 10-0-12, 542 lb down and 145 lb up at 12-0-12, 542 lb down and 145 lb up at 14-0-12, 542 lb down and 145 lb up at 16-0-12, 542 lb down and 145 lb up at 18-0-12, 542 lb down and 145 lb up at 20-0-12, 542 lb down and 145 lb up at 22-0-12, 542 lb down and 145 lb up at 24-0-12, 542 lb down and 145 lb up at 26-0-12, 542 lb down and 145 lb up at 28-0-12, and 542 lb down and 145 lb up at 30-0-12, and 542 lb down and 145 lb up at 32-0-12 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: 1-4=-84, 4-7=-84, 7-9=-84, 2-9=-14 Concentrated Loads (lb) Vert: 14=-542 (F), 15=-1600 (F), 10=-542 (F), 11=-542 (F), 13=-542 (F), 12=-542 (F), 22=-542 (F), 23=-542 (F), 24=-542 (F), 25=-542 (F), 26=-542 (F), 27=-542 (F), 28=-542 (F) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 B01 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:17 Page: 1 ID:saqnC2eyJhgwfZL1bN?ZUBy3ndV-OrzfeByzUs16jELAItcJqkXnYG8zWuwgK6b6q9y3kw4 712 =MT18HS 3x8 =2x4 =MT18HS 3x8 =4x6 =MT18HS 3x8 =2x4 =MT18HS 3x8 =MT18HS 3x8 =4x6 =MT18HS 3x8 =2x4 =MT18HS 3x8 1 2 23 24 13 2512 11 10 26 9 27 28 8 14 22 73 517 181619 2015 21 64 T1 T2 T3 B1 B3B2 W1 W2 W3 W4 W3 W2 W1 1-6-0 -1-6-0 4-9-3 28-7-3 4-9-3 10-0-0 5-2-13 33-10-0 5-2-13 5-2-13 6-11-0 23-10-0 6-11-0 16-11-0 7-0-12 23-11-12 7-0-12 16-11-0 9-10-4 33-10-0 9-10-4 9-10-47-0-90-4-5 0-1-12 6-0-96-0-90-1-126-2-5Scale = 1:79.1 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [4:0-3-0,0-1-12], [6:0-3-0,0-1-12], [8:0-8-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.28 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.47 8-9 >851 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.13 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.46 8-9 >875 240 BCDL 7.0 Weight: 159 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 2-10-13 oc purlins, except 2-0-0 oc purlins (4-2-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. WEBS 1 Row at midpt 5-13, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1799/0-5-8, (min. 0-2-6), 8=1639/ Mechanical, (min. 0-1-8) Max Horiz 2=144 (LC 13) Max Uplift 2=-703 (LC 14), 8=-626 (LC 14) Max Grav 2=2210 (LC 33), 8=1936 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3112/1542, 3-14=-2935/1561, 3-4=-2729/1514, 4-15=-2322/1338, 15-16=-2324/1337, 16-17=-2327/1337, 5-17=-2330/1337, 5-18=-2354/1350, 18-19=-2351/1350, 19-20=-2349/1350, 20-21=-2348/1350, 6-21=-2345/1350, 6-7=-2759/1537, 7-22=-2887/1588, 8-22=-3194/1569 BOT CHORD 2-23=-1331/2495, 23-24=-1331/2495, 13-24=-1331/2495, 13-25=-1410/3144, 12-25=-1410/3144, 11-12=-1410/3144, 10-11=-1410/3144, 10-26=-1410/3144, 9-26=-1410/3144, 9-27=-1338/2640, 27-28=-1338/2640, 8-28=-1338/2640 WEBS 3-13=-659/148, 4-13=-654/903, 5-13=-1057/320, 5-11=-207/270, 5-9=-1026/286, 6-9=-661/920, 7-9=-779/176 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-9-11, Interior (1) 1-9-11 to 10-0-0, Exterior(2R) 10-0-0 to 14-9-7, Interior (1) 14-9-7 to 23-10-0, Exterior(2R) 23-10-0 to 28-8-14, Interior (1) 28-8-14 to 33-9-4 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 C; 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, with BCDL = 7.0psf. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 626 lb uplift at joint 8 and 703 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 T Webb / Moulton Home J1811-21 B02 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:18 Page: 1 ID:H9Vvq4grcc2VW04cGWYG6py3ndS-s1X1rXzbFA9zKOwNra8YMy4?1gYuFUdpZmKfMby3kw3 712 =MT18HS 3x8 =2x4 =3x4 =4x6 =5x14 =3x4 =5x14 =4x6 =3x4 =2x4 =MT18HS 3x8 1 22 11 23 10 24 25 26 9 27 8 28 7 12 212013 2 61419 416 1715183 5 T1 T2 T1 B1 B1B2 W1 W2 W3 W4 W4 W3 W2 W1 4-11-0 16-11-0 4-11-0 21-10-0 5-9-3 12-0-0 5-9-3 27-7-3 6-2-13 6-2-13 6-2-13 33-10-0 5-9-3 12-0-0 5-9-3 27-7-3 6-2-13 33-10-0 6-2-13 6-2-13 9-10-0 21-10-07-4-50-4-5 0-1-12 7-2-97-2-90-1-127-4-5Scale = 1:76.1 Plate Offsets (X, Y):[1:0-8-0,0-0-6], [2:0-1-12,0-1-8], [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-1-12,0-1-8], [7:0-8-0,0-0-6], [9:0-7-0,0-3-0], [10:0-7-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.40 9-10 >999 360 MT18HS 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.57 9-10 >700 240 MT20 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.13 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.41 9-10 >985 240 BCDL 7.0 Weight: 164 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 3-2-2 oc purlins, except 2-0-0 oc purlins (4-4-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 4-10, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1644/0-5-8, (min. 0-2-5), 7=1644/ Mechanical, (min. 0-1-8) Max Horiz 1=156 (LC 13) Max Uplift 1=-629 (LC 14), 7=-629 (LC 14) Max Grav 1=2163 (LC 32), 7=2169 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3539/1651, 12-13=-3378/1654, 2-13=-3323/1669, 2-14=-2631/1406, 3-14=-2381/1428, 3-15=-2065/1286, 15-16=-2066/1286, 4-16=-2067/1285, 4-17=-2082/1292, 17-18=-2080/1293, 5-18=-2080/1293, 5-19=-2398/1436, 6-19=-2649/1414, 6-20=-3386/1693, 20-21=-3424/1678, 7-21=-3596/1675 BOT CHORD 1-22=-1406/2893, 11-22=-1406/2893, 11-23=-1406/2893, 10-23=-1406/2893, 10-24=-1150/2192, 24-25=-1150/2192, 25-26=-1150/2192, 9-26=-1150/2192, 9-27=-1411/2961, 8-27=-1411/2961, 8-28=-1411/2961, 7-28=-1411/2961 WEBS 2-10=-980/349, 3-10=-612/828, 4-10=-563/117, 4-9=-544/116, 5-9=-616/839, 6-9=-1044/377 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-7-6, Interior (1) 3-7-6 to 12-0-0, Exterior(2R) 12-0-0 to 16-11-0, Interior (1) 16-11-0 to 21-10-0, Exterior(2R) 21-10-0 to 26-7-7, Interior (1) 26-7-7 to 33-9-4 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 629 lb uplift at joint 1 and 629 lb uplift at joint 7. 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 T Webb / Moulton Home J1811-21 B03 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:18 Page: 1 ID:hkB2S6jjvXQ4NUpBye5zkSy3ndP-s1X1rXzbFA9zKOwNra8YMy41JgZNFNYpZmKfMby3kw3 712 =4x6 =2x4 =3x4 =3x4 =3x4 =MT18HS 3x8 =3x4 =5x6 =4x4 =4x6 =MT18HS 3x8 =3x4 =3x4 =3x4 =2x4 =4x6 1 27 16 28 15 14 29 30 13 31 12 32 11 33 10 17 26 2 91825 83192447 2320 5 21 22 6 T2 T1 T3 T2 T1 B1 B3B2 W4 W5 W4 W1 W2 W3 W3 W2 W1 4-6-5 9-6-4 4-6-5 28-10-2 4-5-12 24-3-12 4-5-12 14-0-0 4-11-14 4-11-14 4-11-14 33-10-0 5-10-0 19-10-0 6-1-8 19-11-12 6-7-7 13-10-4 6-7-7 26-7-3 7-2-13 33-10-0 7-2-13 7-2-138-6-50-4-5 0-1-12 8-4-98-4-90-1-128-6-5Scale = 1:74.5 Plate Offsets (X, Y):[1:Edge,0-0-4], [5:0-3-0,0-2-0], [6:0-3-0,0-1-12], [10:Edge,0-0-4] 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 0.93 Vert(LL)-0.24 12-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.32 12-14 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.14 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.17 1-16 >999 240 BCDL 7.0 Weight: 176 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 2-2-1 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1652/ Mechanical, (min. 0-1-8), 10=1652/ Mechanical, (min. 0-1-8) Max Horiz 1=-181 (LC 12) Max Uplift 1=-632 (LC 14), 10=-632 (LC 14) Max Grav 1=2407 (LC 32), 10=2407 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4131/1661, 2-17=-3909/1674, 2-18=-3711/1665, 3-18=-3676/1680, 3-19=-3400/1681, 4-19=-3366/1683, 4-20=-2729/1348, 5-20=-2545/1360, 5-21=-2197/1214, 21-22=-2197/1214, 6-22=-2197/1214, 6-23=-2546/1361, 7-23=-2730/1349, 7-24=-3365/1683, 8-24=-3400/1681, 8-25=-3676/1680, 9-25=-3711/1665, 9-26=-3909/1674, 10-26=-4130/1661 BOT CHORD 1-27=-1425/3437, 16-27=-1425/3437, 16-28=-1235/2813, 15-28=-1235/2813, 14-15=-1235/2813, 14-29=-1011/2195, 29-30=-1011/2195, 13-30=-1011/2195, 13-31=-1011/2195, 12-31=-1011/2195, 12-32=-1211/2813, 11-32=-1211/2813, 11-33=-1401/3437, 10-33=-1401/3437 WEBS 5-14=-581/883, 5-12=-300/302, 6-12=-537/869, 2-16=-610/147, 4-16=-379/637, 4-14=-984/350, 7-12=-982/349, 7-11=-379/636, 9-11=-610/147 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-5-6, Interior (1) 3-5-6 to 14-0-0, Exterior(2R) 14-0-0 to 18-9-7, Interior (1) 18-9-7 to 19-10-0, Exterior(2R) 19-10-0 to 24-7-7, Interior (1) 24-7-7 to 33-9-4 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 632 lb uplift at joint 1 and 632 lb uplift at joint 10. 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 T Webb / Moulton Home J1811-21 B04 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:19 Page: 1 ID:d6Jotnk_R9gocoya338Rpty3ndN-KE5P2t_E0THqyYVZPIfnv9d8v4vK_q4znQ4Du1y3kw2 712 =5x6 =2x4 =5x8 =4x4 =3x4 =3x6 =3x4 =7x8 =5x8 =6x8 =3x4 =3x4 =4x4 =10x10 =2x4 =4x12 1 18 26 1716 20 15 14 27 1319 28 11 12 2 102125 3 249482223 5 6 7 T2 T1 T3 T4 T5 B1 B2 B4B3O1O1W3 W5W6 W1 W2 W4 W7 W8 W9 BL1 1-9-2 10-10-4 3-5-3 9-1-1 5-1-12 16-0-0 5-7-14 5-7-14 0-1-8 16-1-8 1-8-8 17-10-0 0-1-8 16-1-8 7-9-3 16-0-0 8-2-13 8-2-13 8-7-7 24-8-15 9-1-1 33-10-09-8-50-4-5 9-6-91-0-0 0-1-12 8-8-38-8-30-6-19-2-30-4-69-6-90-1-129-8-5Scale = 1:106.8 Plate Offsets (X, Y):[1:0-1-3,Edge], [3:0-2-0,Edge], [6:0-1-3,Edge], [6:0-2-15,1-0-1], [7:0-4-0,0-1-0], [8:0-1-4,0-1-8], [9:0-2-0,Edge], [11:0-2-0,Edge], [14:0-1-8,0-1-8], [15:0-2-4,0-3-4], [17:0-0-8,0-1-8], [18:0-0-9,0-2-8] 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 0.95 Vert(LL)-0.37 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.46 13-14 >868 240 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.14 12 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.26 1-18 >999 240 BCDL 7.0 Weight: 252 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T3:2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2:2x4 DF Stud/Std, B4:2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std LBR SCAB 13-12 DF SS both sides BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-8-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 7-15, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1646/ Mechanical, (min. 0-1-8), 12=1645/0-5-8, (min. 0-2-8) Max Horiz 1=240 (LC 13) Max Uplift 1=-623 (LC 14), 12=-539 (LC 14) Max Grav 1=2513 (LC 32), 12=2359 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4413/1876, 2-20=-4301/1894, 2-21=-3967/1872, 3-21=-3756/1883, 3-4=-3698/1892, 4-22=-3120/1479, 5-22=-2827/1494, 5-6=-2833/1495, 6-7=-2576/1362, 7-23=-2921/1526, 8-23=-3107/1509, 8-9=-4332/2190, 9-24=-4451/2181, 24-25=-4472/2180, 10-25=-4649/2172, 10-11=-5051/2187 BOT CHORD 1-18=-1719/3691, 18-26=-302/248, 17-26=-302/248, 6-15=-521/791, 14-15=-1088/2511, 14-27=-1467/3382, 13-27=-1467/3383, 13-19=-1818/4202, 19-28=-1818/4203, 11-28=-1818/4203 WEBS 15-18=-1155/2889, 7-15=-233/448, 7-14=-758/1176, 2-18=-721/180, 4-18=-418/339, 4-15=-821/382, 8-14=-1396/618, 8-13=-759/1260, 10-13=-541/127 NOTES 1)Attached 9-1-1 scab 12 to 13, both face(s) 2x8 DF SS with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-3-10 from end at joint 13, nail 2 row(s) at 7" o.c. for 3-4-12; starting at 5-11-8 from end at joint 13, nail 2 row(s) at 4" o.c. for 2-0-0. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-5-6, Interior (1) 3-5-6 to 15-10-4, Exterior(2E) 15-10-4 to 17-10-11, Exterior(2R) 17-10-11 to 21-3-5, Interior (1) 21-3-5 to 31-8-6 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 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 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 623 lb uplift at joint 1 and 539 lb uplift at joint 12. 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 T Webb / Moulton Home J1811-21 B05 11Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:19 Page: 1 ID:2h_xVpmsj42MTFh9kBh8RVy3ndK-KE5P2t_E0THqyYVZPIfnv9d8c4t4_pPznQ4Du1y3kw2 712 =4x4 =2x4 =3x4 =5x8 =3x4 =3x4 =3x4 =2x4 =8x10 =4x6 =MT18HS 3x8 =3x4 =4x4 =5x6 =5x8 =4x8 =3x6 1 16 21 1517 1422 13 23 12 1124 10 8 923 7420 1918 5 6 T2 T1 T3 T4 W9 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 0-11-4 16-11-0 4-2-1 33-10-0 5-0-14 15-11-12 5-2-10 10-10-14 5-8-3 5-8-3 6-4-7 29-7-15 6-4-7 23-3-7 4-0-5 33-10-0 6-6-3 29-9-11 7-1-15 23-3-7 7-9-15 16-1-8 8-3-9 8-3-910-2-110-4-5 1-9-8 1-0-02-9-82-9-87-5-310-2-11Scale = 1:93.9 Plate Offsets (X, Y):[1:0-1-1,Edge], [7:0-1-12,0-1-8], [9:0-2-12,0-1-12], [11:0-3-4,0-2-8], [12:0-1-12,0-1-8], [14:0-4-8,0-3-4], [17:0-0-14,0-1-8] 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 0.71 Vert(LL)-0.32 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.44 11-12 >923 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.13 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.33 12-14 >999 240 BCDL 7.0 Weight: 192 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T3:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B3:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-2 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 14-17, 6-14, 7-14, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1648/ Mechanical, (min. 0-1-8), 10=1648/0-5-8, (min. 0-1-15) Max Horiz 1=279 (LC 13) Max Uplift 1=-628 (LC 14), 10=-632 (LC 14) Max Grav 1=1648 (LC 1), 10=1822 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2821/1885, 2-3=-2550/1863, 3-4=-2348/1884, 4-18=-2037/1485, 5-18=-1936/1493, 5-6=-1879/1510, 6-19=-1793/1355, 19-20=-1841/1341, 7-20=-2064/1331, 7-8=-3428/1981, 8-9=-4482/2706, 9-10=-1753/1071 BOT CHORD 1-17=-1761/2355, 5-14=-467/174, 14-22=-1678/2838, 13-22=-1678/2838, 13-23=-1678/2838, 12-23=-1678/2838, 11-12=-2795/4649 WEBS 2-17=-404/171, 4-17=-398/266, 14-17=-1403/1948, 4-14=-654/415, 6-14=-1299/1629, 7-14=-1582/848, 7-12=-630/562, 8-12=-1860/1165, 8-11=-1711/835, 9-11=-2831/4726 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-5-6, Interior (1) 3-5-6 to 16-11-0, Exterior(2R) 16-11-0 to 20-3-10, Interior (1) 20-3-10 to 33-8-4 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 632 lb uplift at joint 10 and 628 lb uplift at joint 1. 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 T Webb / Moulton Home J1811-21 B06 14Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:20 Page: 1 ID:KVskraRw4nfCk57zf0iprpy3ndl-oQeoGC?snnPhai3lz?A0RN9M1UDUjHb604pmQTy3kw1 712 =3x6 =4x4 =4x4 =3x4 =4x6 =MT18HS 3x8 =3x4 =3x4 =4x4 =4x6 =4x8 =4x8 =3x6 13 12 19 11 10 20 9 8 7 5 6 1 41814217 1615 3 T1 T2 T3 W9W1 B1 B2 W9 W10W2 W3 W4 W5 W6 W7 W8 3-9-9 28-9-8 6-1-0 6-1-0 5-9-8 11-10-8 6-6-11 24-11-15 6-6-11 18-5-3 3-7-13 28-9-8 5-9-8 11-10-8 6-1-0 6-1-0 6-6-11 18-5-3 6-8-7 25-1-119-2-112-3-9 1-6-142-3-9 1-6-141-6-147-7-139-2-11Scale = 1:79.1 Plate Offsets (X, Y):[1:0-1-4,0-1-12], [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-3-0,0-2-4], [6:0-2-8,0-2-0], [8:0-2-8,0-2-0], [9:0-1-12,0-1-8] 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 0.74 Vert(LL)-0.30 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.40 8-9 >845 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.08 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.24 8-9 >999 240 BCDL 7.0 Weight: 157 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 *Except* W10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-11, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1397/0-5-8, (min. 0-1-12), 13=1397/ Mechanical, (min. 0-1-8) Max Horiz 13=-229 (LC 12) Max Uplift 7=-534 (LC 14), 13=-534 (LC 14) Max Grav 7=1653 (LC 32), 13=1397 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1551/1069, 2-14=-1320/1070, 2-15=-1508/1022, 3-15=-1416/1035, 3-16=-1463/1038, 16-17=-1486/1026, 17-18=-1718/1013, 4-18=-1752/1011, 4-5=-3033/1571, 5-6=-4296/2402, 6-7=-1578/903, 1-13=-1355/870 BOT CHORD 12-19=-873/1255, 11-19=-873/1255, 10-11=-1320/2495, 10-20=-1320/2495, 9-20=-1320/2495, 8-9=-2491/4473 WEBS 5-8=-1556/658, 6-8=-2494/4480, 1-12=-862/1272, 2-12=-338/55, 2-11=-387/213, 3-11=-889/962, 4-11=-1559/777, 4-9=-556/511, 5-9=-2014/1206 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-10-8, Exterior(2R) 11-10-8 to 14-10-8, Interior (1) 14-10-8 to 28-7-12 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 534 lb uplift at joint 7 and 534 lb uplift at joint 13. 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 T Webb / Moulton Home J1811-21 B07 14Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:21 Page: 1 ID:l4XsTcUpNi1mbZsYK9GWSRy3ndi-GcCATY?UY5XYBseyXihF_aiXQtZkSoQGFkZJzwy3kw0 712 =2x4 =5x6 =3x4 =3x4 =3x4 =4x4 =MT18HS 3x8 =3x4 =3x4 =3x4 =3x4 =2x4 =4x4 13 12 18 19 11 1020 21 9 8 1 72 6 171453 1615 4 T1 T2 T3 W1 B1 B2 W6 W5 W4 W3 W5W4 W3W2 1-4-6 1-4-6 5-5-13 6-10-3 5-5-13 23-3-10 5-5-13 12-4-0 5-5-13 17-9-13 5-11-6 29-3-0 4-1-5 4-1-5 8-2-11 12-4-0 8-2-11 20-6-11 8-8-5 29-3-03-0-60-4-510-2-11Scale = 1:92 Plate Offsets (X, Y):[4:0-2-0,0-2-4], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.15 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.26 8-9 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.06 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 8-9 >999 240 BCDL 7.0 Weight: 160 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 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 1 Row at midpt 4-11, 5-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=1415/0-5-8, (min. 0-1-9), 13=1415/0-5-8, (min. 0-1-9) Max Horiz 13=-267 (LC 12) Max Uplift 8=-540 (LC 14), 13=-542 (LC 14) Max Grav 8=1465 (LC 19), 13=1436 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1217/895, 3-14=-1049/908, 3-15=-1324/992, 4-15=-1223/1005, 4-16=-1223/1012, 5-16=-1377/999, 5-17=-1977/1521, 6-17=-1981/1510, 6-7=-2147/1500, 7-8=-2408/1522 BOT CHORD 12-13=-280/583, 12-18=-670/1130, 18-19=-670/1130, 11-19=-670/1130, 10-11=-923/1574, 10-20=-923/1574, 20-21=-923/1574, 9-21=-923/1574, 8-9=-1244/1982 WEBS 4-11=-871/900, 5-11=-895/528, 5-9=-573/580, 7-9=-397/171, 3-11=-330/121, 3-12=-505/152, 2-12=-573/794, 2-13=-1550/1056 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 4-8-12 to 7-8-12, Interior (1) 7-8-12 to 16-11-0, Exterior(2R) 16-11-0 to 19-11-0, Interior (1) 19-11-0 to 33-7-4 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 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 542 lb uplift at joint 13 and 540 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 T Webb / Moulton Home J1811-21 B08 17Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:21 Page: 1 ID:DG5EgyVR8?9dDjQkusnl?fy3ndh-GcCATY?UY5XYBseyXihF_aiagtd5SpwGFkZJzwy3kw0 712 =2x4 =5x6 =3x4 =3x4 =3x4 =4x4 =MT18HS 3x8 =3x4 =3x4 =3x4 =3x4 =2x4 =4x4 914 13 19 20 12 1121 22 10 8 1 72 6 15 1835 16 17 4 T1 T2 T3 W1 B2B1 W6 W5W5W4 W3W2 W3 W4 1-4-6 1-4-6 1-6-0 30-9-0 5-5-13 6-10-3 5-5-13 23-3-10 5-5-13 17-9-13 5-5-13 12-4-0 5-11-6 29-3-0 4-1-5 4-1-5 8-2-11 20-6-11 8-2-11 12-4-0 8-8-5 29-3-011-0-153-0-60-4-510-2-11Scale = 1:92.2 Plate Offsets (X, Y):[4:0-2-0,0-2-4], [14:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.15 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.24 8-10 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.06 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.25 8-10 >999 240 BCDL 7.0 Weight: 162 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 3-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=1571/0-5-8, (min. 0-1-12), 14=1410/0-5-8, (min. 0-1-8) Max Horiz 14=-282 (LC 12) Max Uplift 8=-615 (LC 14), 14=-539 (LC 14) Max Grav 8=1621 (LC 20), 14=1432 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1213/892, 3-15=-1045/905, 3-16=-1319/988, 4-16=-1218/1001, 4-17=-1218/1008, 5-17=-1371/996, 5-18=-1954/1502, 6-18=-1960/1491, 6-7=-2124/1480, 7-8=-2400/1501 BOT CHORD 13-14=-233/593, 13-19=-622/1129, 19-20=-622/1129, 12-20=-622/1129, 11-12=-879/1562, 11-21=-879/1562, 21-22=-879/1562, 10-22=-879/1562, 8-10=-1196/1943 WEBS 4-12=-868/896, 5-12=-885/524, 3-12=-331/122, 3-13=-504/151, 2-13=-572/793, 2-14=-1544/1053, 7-10=-372/162, 5-10=-566/558 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-4-0, Exterior(2R) 12-4-0 to 15-4-0, Interior (1) 15-4-0 to 30-9-14 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 C; 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 8 and 539 lb uplift at joint 14. 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 T Webb / Moulton Home J1811-21 B09 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:21 Page: 1 ID:hSfduIV3vJHUqt?wSaI_Ysy3ndg-GcCATY?UY5XYBseyXihF_aib4tdSSp2GFkZJzwy3kw0 712 =2x4 =5x6 =4x4 =3x4 =3x4 =MT18HS 3x8 =4x4 =4x6 =3x4 =3x6 =3x4 =3x4 =3x6 =2x4 =4x6 102728291626151413123031321133 925 1 82 24171872319 632220 5214 T1 T2 T3 T4 W1 B2B1 W6 W5W5W4 W3W2 W3 W4 W6W7 1-4-6 1-4-6 1-6-0 30-9-0 1-10-0 13-3-0 4-6-13 17-9-13 4-6-13 11-5-0 5-5-13 6-10-3 5-5-13 23-3-10 5-11-6 29-3-0 2-1-8 13-4-12 4-1-5 4-1-5 7-1-15 20-6-11 7-1-15 11-3-4 8-8-5 29-3-010-6-93-0-60-4-5 0-1-12 9-6-99-6-90-1-129-8-5Scale = 1:101.6 Plate Offsets (X, Y):[4:0-1-12,0-1-12], [5:0-3-0,0-1-0], [9:Edge,0-0-4], [16:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.20 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.29 9-11 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.20 9-11 >999 240 BCDL 7.0 Weight: 184 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 2-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 1 Row at midpt 6-13, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=1571/0-5-8, (min. 0-2-8), 16=1410/0-5-8, (min. 0-2-6) Max Horiz 16=-268 (LC 12) Max Uplift 9=-615 (LC 14), 16=-539 (LC 14) Max Grav 9=2338 (LC 33), 16=2218 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1856/731, 17-18=-1716/732, 18-19=-1654/735, 3-19=-1606/748, 3-20=-2037/844, 4-20=-2013/863, 4-21=-1587/781, 5-21=-1589/781, 5-22=-2092/885, 6-22=-2116/866, 6-23=-2918/1211, 7-23=-2954/1199, 7-24=-2981/1198, 8-24=-3168/1190, 8-25=-3505/1201, 9-25=-3665/1182 BOT CHORD 16-26=-217/801, 15-26=-217/801, 15-27=-559/1722, 27-28=-559/1722, 28-29=-559/1722, 14-29=-559/1722, 13-14=-526/1665, 12-13=-744/2280, 12-30=-744/2280, 30-31=-744/2280, 31-32=-744/2280, 11-32=-744/2280, 11-33=-969/2985, 9-33=-969/2985 WEBS 4-14=-395/648, 6-13=-1091/382, 3-14=-314/125, 3-15=-774/137, 2-15=-464/1027, 2-16=-2478/866, 8-11=-684/161, 6-11=-431/756, 5-13=-514/940, 5-14=-489/218 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-5-0, Exterior(2E) 11-5-0 to 13-3-0, Exterior(2R) 13-3-0 to 17-5-15, Interior (1) 17-5-15 to 30-9-14 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 C; 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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 9 and 539 lb uplift at joint 16. 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 T Webb / Moulton Home J1811-21 B10 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:22 Page: 1 ID:2E2oeRBBjWLYYTHhkKI6pgy3nco-lomYhu06JOfOp?D84QCUXoFjcHw_BCFPUOItVMy3kw? 712 =2x4 =5x6 =3x4 =3x4 =3x4 =3x4 =5x6 =4x6 =5x8 =3x4 =3x4 =3x6 =2x4 =MT18HS 3x8 10 2415 25 14 26 13 27 28 29 12 30 11 31 9 23 1 2228 16 7 17 21 3 6 18 19 204 5 T1 T2 T3 T4 W1 B2B1 W6 W5W5W4 W3W2 W3 W4 W6W7 1-4-6 1-4-6 1-6-0 30-9-0 2-6-13 17-9-13 2-6-13 9-5-0 5-10-0 15-3-0 5-5-13 23-3-10 5-5-13 6-10-3 5-11-6 29-3-0 4-1-5 4-1-5 5-1-15 9-3-4 5-3-11 20-6-11 5-11-12 15-3-0 8-8-5 29-3-09-4-93-0-60-4-5 0-1-12 8-4-98-4-90-1-128-6-5Scale = 1:81.1 Plate Offsets (X, Y):[4:0-3-0,0-2-0], [5:0-3-0,0-1-12], [9:0-8-0,0-0-6], [12:0-2-12,0-3-0], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.21 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.31 9-11 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.07 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.22 9-11 >999 240 BCDL 7.0 Weight: 178 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 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=1571/0-5-8, (min. 0-2-7), 15=1410/0-5-8, (min. 0-2-1) Max Horiz 15=-242 (LC 12) Max Uplift 9=-615 (LC 14), 15=-539 (LC 14) Max Grav 9=2260 (LC 33), 15=1957 (LC 33) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1622/763, 16-17=-1411/768, 3-17=-1330/779, 3-4=-1729/941, 4-18=-1601/934, 18-19=-1601/934, 19-20=-1601/934, 5-20=-1601/934, 5-6=-1966/1044, 6-21=-2516/1301, 7-21=-2582/1292, 7-8=-2808/1280, 8-22=-2914/1293, 22-23=-3157/1291, 9-23=-3351/1274 BOT CHORD 15-25=-236/719, 14-25=-236/719, 14-26=-606/1453, 13-26=-606/1453, 13-27=-601/1379, 27-28=-601/1379, 28-29=-601/1379, 12-29=-601/1379, 12-30=-825/1954, 11-30=-825/1954, 11-31=-1049/2689, 9-31=-1049/2689 WEBS 4-13=-277/359, 6-12=-988/353, 3-13=-269/264, 3-14=-620/226, 2-14=-478/822, 2-15=-2234/900, 8-11=-723/167, 6-11=-408/732, 5-12=-402/681, 4-12=-209/461 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-5-0, Exterior(2R) 9-5-0 to 13-7-15, Interior (1) 13-7-15 to 15-3-0, Exterior(2R) 15-3-0 to 19-5-15, Interior (1) 19-5-15 to 30-9-14 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 C; 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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 9 and 539 lb uplift at joint 15. 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 T Webb / Moulton Home J1811-21 B11 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:22 Page: 1 ID:iYmK9YKjuCrr?JC?RsWwICy3ncc-lomYhu06JOfOp?D84QCUXoFgYHxJBBaPUOItVMy3kw? 712 =3x4 =3x4 =4x4 =3x4 131 2 23 22 21 20 19 18 17 16 15 14 12 2524 3 11 4 10 5 9 6 8 7 T1 T1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-6-0 -1-6-0 1-6-0 23-6-0 11-0-0 11-0-0 11-0-0 22-0-0 22-0-07-7-90-4-5 6-9-5Scale = 1:66.7 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 0.27 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 0.15 Horz(CT)0.00 12 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 114 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 22-0-0. (lb) -Max Horiz 2=-163 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 20, 22, 23 Max Grav All reactions 250 (lb) or less at joint (s) 14, 15, 18, 22, 23 except 2=361 (LC 18), 12=361 (LC 18), 16=312 (LC 20), 17=324 (LC 20), 19=324 (LC 19), 20=312 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-19=-296/90, 5-20=-283/97, 8-17=-296/90, 9-16=-283/97 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 C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-14 to 1-5-2, Exterior(2N) 1-5-2 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 23-6-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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, 19, 20, 22, 23, 17, 16, 15, 14, 12. 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 T Webb / Moulton Home J1811-21 C1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:23 Page: 1 ID:hSfduIV3vJHUqt?wSaI_Ysy3ndg-D?KwuE1k4inFR9oKe7jj3?n_DhPiwpPYi22Q1oy3kw_ 712 =3x4 =2x4 =3x4 =3x4 =4x6 =3x4 =2x4 =3x4 71 2 10 9 17 18 198 6 15 16 11 1435 12 13 4 T1 T1 B1 B2 W2 W1 W2 W1 1-6-0 -1-6-0 1-6-0 23-6-0 5-3-3 11-0-0 5-3-3 16-3-3 5-8-13 5-8-13 5-8-13 22-0-0 7-0-5 14-6-2 7-5-14 7-5-14 7-5-14 22-0-07-7-90-4-5 6-9-5Scale = 1:74.1 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [4:0-3-0,0-1-12], [6:0-2-4,0-1-8] 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 0.48 Vert(LL)-0.10 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.13 6-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.04 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.14 6-8 >999 240 BCDL 7.0 Weight: 98 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 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-4 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=1207/0-5-8, (min. 0-1-8), 6=1207/0-5-8, (min. 0-1-8) Max Horiz 2=-163 (LC 12) Max Uplift 2=-476 (LC 14), 6=-476 (LC 14) Max Grav 2=1293 (LC 19), 6=1293 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1824/1064, 3-11=-1602/1079, 3-12=-1585/1089, 4-12=-1398/1109, 4-13=-1398/1109, 5-13=-1585/1089, 5-14=-1602/1079, 6-14=-1824/1064 BOT CHORD 2-10=-832/1467, 10-15=-486/872, 15-16=-486/872, 9-16=-486/872, 9-17=-486/872, 17-18=-486/872, 18-19=-486/872, 8-19=-486/872, 6-8=-844/1467 WEBS 4-8=-573/721, 5-8=-577/175, 4-10=-573/721, 3-10=-577/175 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior (1) 14-0-0 to 23-6-14 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 C; 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 476 lb uplift at joint 2 and 476 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 C2 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:23 Page: 1 ID:9fD?5dWhgdPLS0a60HpD44y3ndf-D?KwuE1k4inFR9oKe7jj3?nxxhKNwj9Yi22Q1oy3kw_ 712 =3x4 =2x4 =3x4 =3x4 =4x6 =3x4 =2x4 =3x4 6 1 914 158 16 17 187 5 10 1342 11 12 3 T1 T2 B1 B2 W2 W1 W2 W1 1-6-0 23-6-0 5-3-3 11-0-0 5-3-3 16-3-3 5-8-13 5-8-13 5-8-13 22-0-0 7-0-5 14-6-2 7-5-14 22-0-0 7-5-14 7-5-147-7-90-4-5 6-9-5Scale = 1:74.1 Plate Offsets (X, Y):[1:0-2-4,0-1-8], [3:0-3-0,0-1-12], [5:0-2-4,0-1-8] 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 0.49 Vert(LL)-0.10 7-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.15 1-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.04 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.15 1-9 >999 240 BCDL 7.0 Weight: 96 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 4-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1049/0-5-8, (min. 0-1-8), 5=1213/0-5-8, (min. 0-1-8) Max Horiz 1=-158 (LC 12) Max Uplift 1=-400 (LC 14), 5=-480 (LC 14) Max Grav 1=1135 (LC 19), 5=1296 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1832/1076, 2-10=-1635/1091, 2-11=-1618/1100, 3-11=-1422/1121, 3-12=-1402/1117, 4-12=-1590/1096, 4-13=-1607/1087, 5-13=-1829/1072 BOT CHORD 1-9=-843/1505, 9-14=-493/882, 14-15=-493/882, 8-15=-493/882, 8-16=-493/882, 16-17=-493/882, 17-18=-493/882, 7-18=-493/882, 5-7=-850/1471 WEBS 3-7=-571/719, 4-7=-577/175, 3-9=-583/747, 2-9=-600/179 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior (1) 14-0-0 to 23-6-14 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 C; 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 400 lb uplift at joint 1 and 480 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 T Webb / Moulton Home J1811-21 C3 14Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:24 Page: 1 ID:9fD?5dWhgdPLS0a60HpD44y3ndf-hBuI6a2Mr0v62JNWCrEycDK6W5gEfAGixin_YFy3kvz 712 =3x4 =4x4 =5x8 =3x4 71 2 29 30 8 6 31 32 23 28 24 27 3 5 2625 4 T1 T1 B1 B1 W2 W1W1 ST3 ST4 ST2ST1 ST3 ST4 ST2 ST1 1-6-0 20-2-0 1-6-0 -1-6-0 4-5-3 13-9-3 4-5-3 9-4-0 4-10-13 4-10-13 4-10-13 18-8-0 9-4-0 9-4-0 9-4-0 18-8-06-7-140-4-5 5-9-10Scale = 1:70.3 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [6:0-2-4,0-1-8], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)-0.13 6-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.23 6-8 >953 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.03 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 6-8 >831 240 BCDL 7.0 Weight: 102 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 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1045/0-3-8, (min. 0-1-8), 6=1045/0-3-8, (min. 0-1-8) Max Horiz 2=-141 (LC 12) Max Uplift 2=-413 (LC 14), 6=-413 (LC 14) Max Grav 2=1159 (LC 19), 6=1159 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-1599/835, 23-24=-1509/835, 3-24=-1387/850, 3-25=-1074/767, 4-25=-896/785, 4-26=-896/785, 5-26=-1074/767, 5-27=-1387/850, 27-28=-1509/835, 6-28=-1599/835 BOT CHORD 2-29=-653/1287, 29-30=-653/1287, 8-30=-653/1287, 8-31=-666/1287, 31-32=-666/1287, 6-32=-666/1287 WEBS 4-8=-676/547, 5-8=-603/197, 3-8=-603/197 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior (1) 12-4-0 to 20-2-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 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 413 lb uplift at joint 2 and 413 lb uplift at joint 6. 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 T Webb / Moulton Home J1811-21 D1G 11Common Structural Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:24 Page: 1 ID:drnNJzXJRwXC4A9JZ?KSdHy3nde-hBuI6a2Mr0v62JNWCrEycDK8r5fefDPixin_YFy3kvz 712 =3x4 =2x4 =4x4 =5x8 =2x4 =3x4 71 2 15 16 8 6 17 18 9 14 10 13 53 1211 4 T1 T1 B1 B1 W2 W1W1 1-6-0 -1-6-0 1-6-0 20-2-0 4-5-3 13-9-3 4-5-3 9-4-0 4-10-13 4-10-13 4-10-13 18-8-0 9-4-0 9-4-0 9-4-0 18-8-06-7-140-4-5 5-9-10Scale = 1:70.3 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [6:0-2-4,0-1-8], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)-0.13 6-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.23 6-8 >953 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.03 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.27 6-8 >831 240 BCDL 7.0 Weight: 81 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 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1045/0-3-8, (min. 0-1-8), 6=1045/0-3-8, (min. 0-1-8) Max Horiz 2=-141 (LC 12) Max Uplift 2=-413 (LC 14), 6=-413 (LC 14) Max Grav 2=1159 (LC 19), 6=1159 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1599/835, 9-10=-1509/835, 3-10=-1387/850, 3-11=-1074/767, 4-11=-896/785, 4-12=-896/785, 5-12=-1074/767, 5-13=-1387/850, 13-14=-1509/835, 6-14=-1599/835 BOT CHORD 2-15=-653/1287, 15-16=-653/1287, 8-16=-653/1287, 8-17=-666/1287, 17-18=-666/1287, 6-18=-666/1287 WEBS 4-8=-676/547, 5-8=-603/197, 3-8=-603/197 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior (1) 12-4-0 to 20-2-14 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 C; 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 413 lb uplift at joint 2 and 413 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 D2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:24 Page: 1 ID:51LlWJYxCEf3iKkV7irh9Vy3ndd-hBuI6a2Mr0v62JNWCrEycDK8r5fefDPixin_YFy3kvz 712 =3x4 =2x4 =4x4 =5x8 =2x4 =3x4 1 2 13 14 7 15 16 6 8 9 12 53 1110 4 T1 T2 B1 B1 W2 W1W1 1-6-0 -1-6-0 4-5-3 9-4-0 4-5-3 13-9-3 4-10-13 18-8-0 4-10-13 4-10-13 9-4-0 18-8-0 9-4-0 9-4-06-7-140-4-5 5-9-10Scale = 1:70.3 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [6:0-2-4,0-1-8], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.14 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.25 6-7 >892 240 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.28 6-7 >775 240 BCDL 7.0 Weight: 78 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1052/0-3-8, (min. 0-1-8), 6=894/0-3-8, (min. 0-1-8) Max Horiz 2=136 (LC 13) Max Uplift 2=-417 (LC 14), 6=-340 (LC 14) Max Grav 2=1162 (LC 19), 6=1008 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1605/846, 8-9=-1515/847, 3-9=-1393/861, 3-10=-1080/773, 4-10=-903/790, 4-11=-910/798, 5-11=-1091/781, 5-12=-1417/866, 6-12=-1609/851 BOT CHORD 2-13=-708/1293, 13-14=-708/1293, 7-14=-708/1293, 7-15=-701/1325, 15-16=-701/1325, 6-16=-701/1325 WEBS 4-7=-692/568, 5-7=-633/200, 3-7=-603/197 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior (1) 12-4-0 to 18-6-4 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 C; 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 340 lb uplift at joint 6 and 417 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 T Webb / Moulton Home J1811-21 D3 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:24 Page: 1 ID:51LlWJYxCEf3iKkV7irh9Vy3ndd-hBuI6a2Mr0v62JNWCrEycDK8V5fVfDHixin_YFy3kvz 712 =3x4 =2x4 =5x8 =4x4 =2x4 =3x4 1 11 12 6 5 13 14 7 10 2 4 8 9 3 T1 T1 B1 B1 W2 W1W1 4-5-3 13-9-3 4-5-3 9-4-0 4-10-13 4-10-13 4-10-13 18-8-0 9-4-0 9-4-0 9-4-0 18-8-0 0-4-5 5-9-10Scale = 1:57 Plate Offsets (X, Y):[6:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.14 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.24 5-6 >907 240 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.28 1-6 >793 240 BCDL 7.0 Weight: 76 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 4-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-6 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=900/0-3-8, (min. 0-1-8), 5=900/0-3-8, (min. 0-1-8) Max Horiz 1=122 (LC 13) Max Uplift 1=-344 (LC 14), 5=-344 (LC 14) Max Grav 1=1010 (LC 18), 5=1010 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1616/856, 2-7=-1424/871, 2-8=-1097/786, 3-8=-917/803, 3-9=-917/803, 4-9=-1097/786, 4-10=-1424/871, 5-10=-1616/856 BOT CHORD 1-11=-715/1330, 11-12=-715/1330, 6-12=-715/1330, 6-13=-705/1330, 13-14=-705/1330, 5-14=-705/1330 WEBS 3-6=-697/589, 4-6=-633/200, 2-6=-633/200 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior (1) 12-4-0 to 18-6-4 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 C; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 1 and 344 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 T Webb / Moulton Home J1811-21 D4 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:25 Page: 1 ID:51LlWJYxCEf3iKkV7irh9Vy3ndd-9NShJw3_cJ1zgTyjmYmB8QtJFV?fOgUrAMXX5hy3kvy 712 =MT18HS 3x8 =2x4 =4x6 =7x8 =2x4 =MT18HS 3x8 6 1 7 5 8 9 2 4 3 T1 T2 B1 W1 W2 W1 1-6-0 17-6-0 3-5-12 11-5-12 3-5-12 8-0-0 4-6-4 4-6-4 4-6-4 16-0-0 8-0-0 8-0-0 8-0-0 16-0-05-10-90-4-5 5-0-5Scale = 1:67.5 Plate Offsets (X, Y):[1:0-2-3,0-1-8], [3:0-3-0,0-1-4], [5:0-2-3,0-1-8], [7:0-4-0,0-4-12] 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 0.46 Vert(LL)-0.11 1-7 >999 360 MT18HS 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.14 1-7 >999 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.43 Horz(CT)0.04 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 1-7 >999 240 BCDL 7.0 Weight: 79 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 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=2070/0-5-8, (min. 0-2-6), 5=2239/0-5-8, (min. 0-2-9) Max Horiz 1=-119 (LC 8) Max Uplift 1=-706 (LC 10), 5=-789 (LC 10) Max Grav 1=2213 (LC 15), 5=2377 (LC 16) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-3910/1190, 2-8=-3813/1200, 2-3=-3460/1166, 3-4=-3445/1164, 4-9=-3771/1192, 5-9=-3883/1176 BOT CHORD 1-7=-936/3261, 5-7=-923/3225 WEBS 2-7=-481/161, 3-7=-1088/3044, 4-7=-450/146 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 706 lb uplift at joint 1 and 789 lb uplift at joint 5. 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) 2635 lb down and 841 lb up at 8-0-0 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: 1-3=-84, 3-6=-84, 1-5=-14 Concentrated Loads (lb) Vert: 7=-2635 (B) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 E1 11Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:25 Page: 1 ID:iYmK9YKjuCrr?JC?RsWwICy3ncc-9NShJw3_cJ1zgTyjmYmB8QtHnV0fOfarAMXX5hy3kvy 712 =5x14 =6x8 =MT18HS 3x8 =5x6 =MT18HS 12x16 =2x4 =5x6 6 1 11 8 12 7 5 109 2 4 3 T1 T2 B1 W1 W2 W3 W4 HW1 1-6-0 17-6-0 3-5-12 11-5-12 4-0-0 4-0-0 4-0-0 8-0-0 4-6-4 16-0-0 4-0-0 8-0-0 4-0-0 4-0-0 8-0-0 16-0-05-10-90-4-5 5-0-5Scale = 1:67.5 Plate Offsets (X, Y):[1:0-3-9,0-2-12], [2:0-3-0,0-1-8], [5:0-3-0,0-2-11], [8:0-4-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.20 7-8 >943 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.25 7-8 >744 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.06 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.11 7-8 >999 240 BCDL 7.0 Weight: 166 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x6 DF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=8834/0-5-8, (min. 0-4-7), 5=5517/0-5-8, (min. 0-2-13) Max Horiz 1=-119 (LC 8) Max Uplift 1=-2586 (LC 10), 5=-1708 (LC 10) Max Grav 1=8976 (LC 15), 5=5654 (LC 16) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-14708/4272, 2-9=-14644/4279, 2-3=-9872/2955, 3-4=-9842/2957, 4-10=-10070/2961, 5-10=-10201/2946 BOT CHORD 1-11=-3570/12511, 8-11=-3570/12511, 8-12=-3570/12511, 7-12=-3570/12511, 5-7=-2432/8612 WEBS 2-8=-1322/4528, 2-7=-4724/1359, 3-7=-2868/9411, 4-7=-260/173 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, Except member 2-7 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; 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)All plates are MT20 plates unless otherwise indicated. 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 2586 lb uplift at joint 1 and 1708 lb uplift at joint 5. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2393 lb down and 618 lb up at 1-11-4, 2155 lb down and 615 lb up at 3-11-4, and 1922 lb down and 612 lb up at 5-11-4, and 6206 lb down and 1794 lb up at 7-10-8 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, 1-5=-14 Concentrated Loads (lb) Vert: 8=-2155 (F), 7=-6206 (F), 11=-2393 (F), 12=-1922 (F) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 E2 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:25 Page: 1 ID:iYmK9YKjuCrr?JC?RsWwICy3ncc-9NShJw3_cJ1zgTyjmYmB8QtBZVw_OWgrAMXX5hy3kvy 712 =3x4 =2x4 =7x8 =4x4 =4x4 =4x4 =3x4 1 2 9 8 7 3 4 5 6 T2 T1 W5 B1 W2W1 W3W4 1-6-0 -1-6-0 4-3-3 11-2-12 2-2-12 13-5-8 6-11-9 6-11-9 3-9-8 17-3-0 0-2-12 11-5-8 2-0-0 13-5-8 4-4-15 11-2-12 6-9-13 6-9-1311-3-50-4-5 8-2-810-5-1Scale = 1:102.9 Plate Offsets (X, Y):[2:0-0-5,Edge], [3:0-4-0,0-3-4], [4:0-1-12,0-2-0], [7:0-1-12,0-1-12], [8:0-2-0,0-2-8] 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 0.96 Vert(LL)-0.04 2-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.07 2-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.09 2-9 >999 240 BCDL 7.0 Weight: 97 lb FT = 0% LUMBER TOP CHORD 2x6 DF 2400F 2.0E *Except* T1:2x4 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. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=562/0-5-8, (min. 0-1-8), 8=1203/0-5-8, (min. 0-1-10) Max Horiz 2=403 (LC 11) Max Uplift 2=-152 (LC 10), 8=-557 (LC 14) Max Grav 2=562 (LC 1), 8=1623 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/357, 3-4=-430/471, 4-5=-266/332, 5-6=-306/0, 5-7=-1192/571 BOT CHORD 2-9=-399/204, 8-9=-387/201, 7-8=-384/317 WEBS 3-8=-600/591, 3-9=-342/222, 4-8=-1129/464, 4-7=-562/1226 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 17-3-0 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 C; 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 152 lb uplift at joint 2 and 557 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 T Webb / Moulton Home J1811-21 F1 14Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:26 Page: 1 ID:51LlWJYxCEf3iKkV7irh9Vy3ndd-da03WG3dMd9qIdXvJGHQhePJcuQZ7?W?O0G4d7y3kvx 712 =3x4 =2x4 =3x4 =3x4 =3x4 =3x4 =4x4 =3x4 1 2 9 8 7 310 4 5 6 T2 T1 W5 B1 W2W1 W3W4 1-6-0 -1-6-0 4-4-15 11-2-12 2-2-12 13-5-8 6-9-13 6-9-13 0-2-12 11-5-8 2-0-0 13-5-8 4-4-15 11-2-12 6-9-13 6-9-139-0-120-4-5 8-2-8Scale = 1:96.1 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-1-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.05 2-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.09 2-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.12 2-9 >999 240 BCDL 7.0 Weight: 83 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=683/0-5-8, (min. 0-1-8), 8=750/0-5-8, (min. 0-1-8) Max Horiz 2=318 (LC 11) Max Uplift 2=-264 (LC 14), 8=-323 (LC 11) Max Grav 2=713 (LC 19), 8=1055 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-663/402, 3-10=-252/191, 4-10=-250/194 BOT CHORD 2-9=-477/452, 8-9=-477/452 WEBS 3-8=-645/579, 3-9=-347/224, 5-8=-575/303 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 13-3-12 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 C; 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 264 lb uplift at joint 2 and 323 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 T Webb / Moulton Home J1811-21 F2 14Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:26 Page: 1 ID:ZEv7kfYZzYnwJUJhhPMwiiy3ndc-da03WG3dMd9qIdXvJGHQhePMnuPg75V?O0G4d7y3kvx 712 =3x4 =2x4 =3x4 =4x6 =4x8 =3x4 1 2 10 7 61112 8 3 9 54 T1 T2 W4 B1 W1 W2 W3 1-6-0 -1-6-0 5-9-3 12-0-0 6-2-13 6-2-13 1-5-8 13-5-8 6-2-13 6-2-13 7-2-11 13-5-88-2-90-4-5 7-2-90-1-12 7-2-97-2-90-1-127-4-5Scale = 1:78.6 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [4:0-3-0,0-1-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.06 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.10 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.13 6-7 >999 240 BCDL 7.0 Weight: 75 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 5-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=803/0-5-8, (min. 0-1-8), 6=631/0-5-8, (min. 0-1-8) Max Horiz 2=284 (LC 13) Max Uplift 2=-311 (LC 14), 6=-276 (LC 11) Max Grav 2=1341 (LC 30), 6=903 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1444/556, 3-8=-1230/577, 3-9=-346/97 BOT CHORD 2-10=-679/1049, 7-10=-679/1049, 7-11=-679/1049, 11-12=-679/1049, 6-12=-679/1049 WEBS 3-7=-361/265, 3-6=-1080/622, 4-6=-475/233 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 12-0-0, Exterior(2E) 12-0-0 to 13-3-12 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 C; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 311 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)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 T Webb / Moulton Home J1811-21 F3 11Half Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:26 Page: 1 ID:2QSWx?ZCkrvnxeuuF7u9Fwy3ndb-da03WG3dMd9qIdXvJGHQhePMIuO376L?O0G4d7y3kvx 712 =3x4 =2x4 =3x4 =4x6 =4x4 =2x4 1 2 13 14 7 1516 6 8 9 3 10 512114 T1 T2 W4 B1 W1 W2 W3 1-6-0 -1-6-0 4-9-3 10-0-0 5-2-13 5-2-13 3-5-8 13-5-8 6-7-11 13-5-8 6-9-13 6-9-137-0-90-4-5 6-0-90-1-12 6-0-96-0-90-1-126-2-5Scale = 1:71.4 Plate Offsets (X, Y):[2:0-2-0,0-1-6], [4:0-3-0,0-1-0], [6:0-1-12,0-2-8] 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 0.57 Vert(LL)-0.04 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.07 2-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.09 6-7 >999 240 BCDL 7.0 Weight: 70 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 5-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-10-2 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=803/0-5-8, (min. 0-1-8), 6=631/0-5-8, (min. 0-1-8) Max Horiz 2=239 (LC 13) Max Uplift 2=-315 (LC 14), 6=-286 (LC 11) Max Grav 2=1301 (LC 30), 6=716 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1417/540, 8-9=-1235/544, 3-9=-1070/556, 3-10=-1057/564, 4-10=-854/582 BOT CHORD 2-13=-687/1050, 13-14=-687/1050, 7-14=-687/1050, 7-15=-313/373, 15-16=-313/373, 6-16=-313/373 WEBS 3-7=-647/178, 4-7=-602/769, 4-6=-746/483 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 10-0-0, Exterior(2E) 10-0-0 to 13-3-12 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 C; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 6 and 315 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)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 T Webb / Moulton Home J1811-21 F4 11Half Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:26 Page: 1 ID:2QSWx?ZCkrvnxeuuF7u9Fwy3ndb-da03WG3dMd9qIdXvJGHQhePQiuPU73J?O0G4d7y3kvx 712 =3x6 =2x4 =7x8 =4x6 =4x6 =MT20HS 7x10 1 8 2 7 10 11 6 3 594 T1 T2 W4 B1 W1 W2 W3 1-6-0 -1-6-0 3-5-12 8-0-0 4-6-4 4-6-4 5-5-8 13-5-8 5-7-4 13-5-8 7-10-4 7-10-45-10-90-4-5 4-10-90-1-12 4-10-94-10-90-1-125-0-5Scale = 1:67 Plate Offsets (X, Y):[2:0-9-0,0-1-15], [4:0-3-0,0-1-12], [5:0-3-0,0-1-12], [7:0-1-8,0-4-12] 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 0.90 Vert(LL)-0.13 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT)-0.16 6-7 >990 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.53 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.06 6-7 >999 240 BCDL 7.0 Weight: 77 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 1800F 1.6E or 2x4 DF No.1&Btr *Except* W1,W2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 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=1657/0-5-8, (min. 0-2-4), 6=2461/0-5-8, (min. 0-2-13) Max Horiz 2=192 (LC 9) Max Uplift 2=-566 (LC 10), 6=-808 (LC 7) Max Grav 2=2080 (LC 26), 6=2627 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3012/783, 3-4=-2505/759, 4-9=-2025/676, 5-9=-2026/676, 5-6=-1980/614 BOT CHORD 2-7=-735/2429 WEBS 3-7=-466/140, 4-7=-298/859, 5-7=-815/2570 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 C; 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 C; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 6 and 566 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) 1600 lb down and 473 lb up at 8-0-0, and 542 lb down and 145 lb up at 10-0-12, and 542 lb down and 145 lb up at 12-0-12 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=-1600 (B), 10=-542 (B), 11=-542 (B) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 F5 11Half Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:27 Page: 1 ID:AkKiNuLLfWzicTnB?Z19rQy3ncb-5maRkc4F7xHhvn65tzogEryWRIgisXZ8dg0e9ay3kvw 712 =5x6 =3x6 =3x4 =6x8 =8x10 =8x10 =5x6 =3x4 =2x4 =MT18HS 3x8 1 11 1210 13 9 1415 8 16 7 17 6 52 43 T1 T2 T1 B1 W3W4 W3 W2W1 W2W1 2-6-0 7-9-0 2-2-2 5-3-0 2-2-2 9-11-2 3-0-14 3-0-14 3-0-14 13-0-0 2-2-8 7-7-4 2-3-14 5-4-12 2-3-14 9-11-2 3-0-14 13-0-0 3-0-14 3-0-14 0-4-5 3-5-1Scale = 1:88.1 Plate Offsets (X, Y):[1:0-3-0,0-2-11], [2:0-1-12,0-1-8], [3:0-6-0,0-2-4], [4:0-3-0,0-1-12], [5:0-1-12,0-1-8], [6:0-2-3,0-1-8], [8:0-5-0,0-4-12], [9:0-3-8,0-4-12], [10:0-3-12,0-1-8] 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 0.37 Vert(LL)-0.09 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.12 8-9 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.04 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.06 8-9 >999 240 BCDL 7.0 Weight: 141 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 4-4-10 oc purlins, except 2-0-0 oc purlins (5-6-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=6248/0-5-8, (min. 0-3-7), 6=5117/0-5-8, (min. 0-2-14) Max Horiz 1=-67 (LC 8) Max Uplift 1=-2236 (LC 10), 6=-1826 (LC 10) Max Grav 1=6500 (LC 28), 6=5368 (LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9242/3154, 2-3=-7490/2594, 3-4=-6631/2339, 4-5=-7548/2617, 5-6=-9055/3090 BOT CHORD 1-11=-2652/7793, 11-12=-2652/7793, 10-12=-2652/7793, 10-13=-2652/7793, 9-13=-2652/7793, 9-14=-2223/6571, 14-15=-2223/6571, 8-15=-2223/6571, 8-16=-2595/7627, 7-16=-2595/7627, 7-17=-2595/7627, 6-17=-2595/7627 WEBS 3-9=-1197/3410, 4-8=-1230/3486, 2-9=-1735/616, 2-10=-663/1754, 5-8=-1457/517, 5-7=-566/1491 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 0-3-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 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 2236 lb uplift at joint 1 and 1826 lb uplift at joint 6. 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. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 58 lb up at 5-3-0, and 153 lb down and 58 lb up at 7-9-0 on top chord, and 1455 lb down and 530 lb up at 0-8-4, 1451 lb down and 526 lb up at 2-8-4, 1451 lb down and 526 lb up at 4-8-4, 275 lb down and 100 lb up at 5-3-0, 322 lb down and 94 lb up at 6-0-12, 1451 lb down and 526 lb up at 6-8-4, 322 lb down and 94 lb up at 6-11-4, 343 lb down and 130 lb up at 7-9-0, and 1451 lb down and 526 lb up at 8-8-4, and 1451 lb down and 526 lb up at 10-8-4 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, 3-4=-84, 4-6=-84, 1-6=-14 Concentrated Loads (lb) Vert: 3=-82 (B), 4=-84 (B), 9=-272 (B), 8=-343 (B), 11=-1455 (F), 12=-1451 (F), 13=-1451 (F), 14=-322 (B), 15=-1773 (F=-1451, B=-322), 16=-1451 (F), 17=-1451 (F) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 G1 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:27 Page: 1 ID:67SSoZMbB7EPsnxZ6_3dwry3ncZ-5maRkc4F7xHhvn65tzogEryeaIfgsTl8dg0e9ay3kvw 712 =3x4 =4x4 =3x4 91 2 14 13 12 11 10 81518 1716 73 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1-6-0 14-6-0 1-6-0 -1-6-0 6-6-0 6-6-0 6-6-0 13-0-0 13-0-05-0-10-4-5 4-1-13Scale = 1:55.1 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 0.27 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 0.07 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 58 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 13-0-0. (lb) -Max Horiz 2=-105 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 13, 14 except 2=-108 (LC 14), 8=-108 (LC 14) Max Grav All reactions 250 (lb) or less at joint (s) 12 except 2=368 (LC 18), 8=368 (LC 18), 10=325 (LC 20), 11=322 (LC 20), 13=322 (LC 19), 14=325 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-293/132, 3-14=-296/126, 6-11=-293/132, 7-10=-296/126 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-14 to 1-5-2, Exterior(2N) 1-5-2 to 6-6-0, Corner(3R) 6-6-0 to 9-6-0, Exterior(2N) 9-6-0 to 14-6-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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) 13, 14, 11, 10 except (jt=lb) 2=108, 8=108. 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 T Webb / Moulton Home J1811-21 H1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:28 Page: 1 ID:Wc0u8LaqV91eZoT4oqPOn7y3nda-Zy7pxy5tuEPYXwhIRhJvm3Uqyi7vb5?IsKlBi0y3kvv 712 =4x4 =4x4 =2x4 =4x4 519 2 6 10 4 7 8 3 T1 T1 B1 W1 1-6-0 14-6-0 1-6-0 -1-6-0 6-6-0 6-6-0 6-6-0 13-0-0 6-6-0 6-6-0 6-6-0 13-0-05-0-10-4-5 4-1-13Scale = 1:63.8 Plate Offsets (X, Y):[2:0-3-2,0-2-0], [3:0-2-12,0-2-0], [4:0-3-2,0-2-0] 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 0.81 Vert(LL)-0.08 4-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.11 4-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.09 4-6 >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 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 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=766/0-5-8, (min. 0-1-8), 4=766/0-5-8, (min. 0-1-8) Max Horiz 2=-105 (LC 12) Max Uplift 2=-307 (LC 14), 4=-307 (LC 14) Max Grav 2=953 (LC 19), 4=953 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-903/592, 3-7=-666/606, 3-8=-666/606, 4-8=-903/592 BOT CHORD 2-9=-397/568, 6-9=-397/568, 6-10=-397/568, 4-10=-397/568 WEBS 3-6=-405/255 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 6-6-0, Exterior(2R) 6-6-0 to 9-6-0, Interior (1) 9-6-0 to 14-6-14 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 C; 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 307 lb uplift at joint 2 and 307 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 T Webb / Moulton Home J1811-21 H2 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:28 Page: 1 ID:_paGMhbSGT9VAx2GMYwdKLy3ndZ-Zy7pxy5tuEPYXwhIRhJvm3UiXi3lb5HIsKlBi0y3kvv 712 =5x6 =MT18HS 3x8 =3x6 =4x6 =7x8 =3x6 =MT18HS 3x8 =5x6 1 9 8 10 7 11 6 12 5 2 4 3 T1 T1 B1 W1 W2 W3 W2 W1 2-10-8 6-6-0 2-10-8 9-4-8 3-7-8 3-7-8 3-7-8 13-0-0 2-10-8 6-6-0 2-10-8 9-4-8 3-7-8 3-7-8 3-7-8 13-0-0 0-4-5 4-1-13Scale = 1:59.6 Plate Offsets (X, Y):[1:0-3-0,0-2-11], [2:0-2-0,0-1-8], [3:0-3-0,0-1-4], [4:0-2-0,0-1-8], [5:0-3-0,0-2-11], [6:0-4-12,0-1-8], [7:0-4-0,0-4-8], [8:0-4-12,0-1-8] 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 0.52 Vert(LL)-0.11 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.98 Vert(CT)-0.14 6-7 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.05 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.07 7-8 >999 240 BCDL 7.0 Weight: 133 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* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=5863/0-5-8, (min. 0-3-4), 5=6792/0-5-8, (min. 0-3-12) Max Horiz 1=-83 (LC 8) Max Uplift 1=-2090 (LC 10), 5=-2066 (LC 10) Max Grav 1=6044 (LC 14), 5=6973 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9203/3150, 2-3=-6574/2245, 3-4=-6553/2245, 4-5=-10267/3144 BOT CHORD 1-9=-2651/7778, 8-9=-2651/7778, 8-10=-2651/7778, 7-10=-2651/7778, 7-11=-2647/8691, 6-11=-2647/8691, 6-12=-2647/8691, 5-12=-2647/8691 WEBS 2-8=-1025/2623, 2-7=-2685/994, 3-7=-2171/6204, 4-7=-3812/988, 4-6=-1019/3829 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-8 2x4 - 2 rows staggered at 0-2-0 oc, Except member 4-6 2x4 - 2 rows staggered at 0-2-0 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=24ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2090 lb uplift at joint 1 and 2066 lb uplift at joint 5. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1634 lb down and 615 lb up at 1-5-4, 1634 lb down and 615 lb up at 3-5-4, 1634 lb down and 615 lb up at 5-5-4, 1634 lb down and 615 lb up at 7-5-4, and 2499 lb down and 610 lb up at 9-5-4, and 2393 lb down and 618 lb up at 11-5-4 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, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 8=-1634 (B), 6=-2499 (B), 9=-1634 (B), 10=-1634 (B), 11=-1634 (B), 12=-2393 (B) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 H3 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:28 Page: 1 ID:aJ0r?vNDyRMGTxWmghbtS2y3ncY-Zy7pxy5tuEPYXwhIRhJvm3Um6ivGbvpIsKlBi0y3kvv 712 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =3x4 51 2 6 4 3 T1 T1 B1 W1 ST1 ST1 1-6-0 -1-6-0 1-6-0 10-5-0 4-5-8 4-5-8 4-5-8 8-11-0 4-5-8 4-5-8 4-5-8 8-11-03-9-120-4-5 2-11-8Scale = 1:57.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.01 4-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 4-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 4-6 >999 240 BCDL 7.0 Weight: 38 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=567/0-3-8, (min. 0-1-8), 4=567/0-3-8, (min. 0-1-8) Max Horiz 2=-78 (LC 12) Max Uplift 2=-230 (LC 14), 4=-230 (LC 14) Max Grav 2=803 (LC 19), 4=803 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-552/474, 3-4=-552/474 BOT CHORD 2-6=-279/316, 4-6=-279/316 WEBS 3-6=-334/181 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 4-5-8, Exterior(2R) 4-5-8 to 7-5-8, Interior (1) 7-5-8 to 10-5-14 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 2 and 230 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 J1G 11Common Structural Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:29 Page: 1 ID:_paGMhbSGT9VAx2GMYwdKLy3ndZ-19hB9H6VfYXP94GU?Oq8JG1_46RnKY7R5_VkESy3kvu 712 =3x4 =4x4 =2x4 =3x4 51 2 6 4 3 T1 T1 B1 W1 1-6-0 -1-6-0 1-6-0 10-5-0 4-5-8 4-5-8 4-5-8 8-11-0 4-5-8 4-5-8 4-5-8 8-11-03-9-120-4-5 2-11-8Scale = 1:57.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.01 4-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 4-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 4-6 >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. 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=567/0-3-8, (min. 0-1-8), 4=567/0-3-8, (min. 0-1-8) Max Horiz 2=-78 (LC 12) Max Uplift 2=-230 (LC 14), 4=-230 (LC 14) Max Grav 2=803 (LC 19), 4=803 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-552/474, 3-4=-552/474 BOT CHORD 2-6=-279/316, 4-6=-279/316 WEBS 3-6=-334/181 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 4-5-8, Exterior(2R) 4-5-8 to 7-5-8, Interior (1) 7-5-8 to 10-5-14 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 C; 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 230 lb uplift at joint 2 and 230 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 T Webb / Moulton Home J1811-21 J2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:29 Page: 1 ID:_paGMhbSGT9VAx2GMYwdKLy3ndZ-19hB9H6VfYXP94GU?Oq8JG1_46RnKY7R5_VkESy3kvu 13.8912 =3x4 =4x4 =3x4 1 20 19 18 17 16 15 14 13 12 11 2 10 3 9 4 8 5 7 6 T1 T1 B1 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 ST5 0-2-15 18-4-14 8-11-8 18-1-15 9-2-7 9-2-7 18-4-1410-8-20-0-4 10-4-7Scale = 1:79.1 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 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 132 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 18-4-14. (lb) -Max Horiz 1=-281 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 15, 16, 17 except 1=-159 (LC 10), 11=-116 (LC 11), 12=-120 (LC 12), 13=-114 (LC 12), 14=-131 (LC 12), 18=-131 (LC 12), 19=-114 (LC 12), 20=-120 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/265, 10-11=-291/265 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior (1) 3-3-13 to 9-2-10, Exterior(2R) 9-2-10 to 12-5-5, Interior (1) 12-5-5 to 18-1-8 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 C; 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) 17, 15, 16 except (jt=lb) 1=159, 11=115, 20=120, 19=114, 18=130, 12=120, 13=114, 14=130. 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 T Webb / Moulton Home J1811-21 XFA 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:29 Page: 1 ID:_paGMhbSGT9VAx2GMYwdKLy3ndZ-19hB9H6VfYXP94GU?Oq8JG1376TPKXwR5_VkESy3kvu 13.8912 =3x4 =4x4 =3x4 1 20 19 18 17 16 15 14 13 12 11 102 93 84 75 6 T1 T1 B1 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 ST5 0-2-15 17-9-9 8-7-13 17-6-10 8-10-13 8-10-13 17-9-910-3-140-0-4 10-0-3Scale = 1:77.8 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 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 7.0 Weight: 130 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 17-9-9. (lb) -Max Horiz 1=272 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 15, 16, 17 except 1=-154 (LC 10), 11=-110 (LC 11), 12=-120 (LC 12), 13=-114 (LC 12), 14=-132 (LC 12), 18=-132 (LC 12), 19=-114 (LC 12), 20=-120 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/253, 10-11=-276/253 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 3-3-13, Interior (1) 3-3-13 to 8-11-0, Exterior(2R) 8-11-0 to 11-10-0, Interior (1) 11-10-0 to 17-6-3 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 C; 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) 17, 15, 16 except (jt=lb) 1=154, 11=109, 20=120, 19=113, 18=132, 12=120, 13=113, 14=132. 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 T Webb / Moulton Home J1811-21 XFB1 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:29 Page: 1 ID:S?8eZ1c40mIMo5dTwFRssYy3ndY-19hB9H6VfYXP94GU?Oq8JG1386TQKXvR5_VkESy3kvu 13.8912 =2x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =2x4 51 8 7 6 42 3 T1 T1 B1 ST1 ST1 ST2 0-2-15 6-10-9 3-2-5 6-7-10 3-5-5 3-5-5 6-10-94-0-10-0-4 3-8-6Scale = 1:56.7 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 0.03 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P BCDL 7.0 Weight: 32 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 6-10-9. (lb) -Max Horiz 1=-99 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-113 (LC 12), 8=-113 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6, 7, 8 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 C; 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 C; 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 100 lb uplift at joint (s) 1, 5 except (jt=lb) 8=112, 6=112. 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 T Webb / Moulton Home J1811-21 XFB2 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:30 Page: 1 ID:S?8eZ1c40mIMo5dTwFRssYy3ndY-WLFaMd67QsfGmEqgY5LNrUaE8Wps30iaJeEImuy3kvt 13.8912 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 7 6 5 2 3 4 T1 W1 B1 ST1 ST2 5-5-5 5-5-56-3-130-0-4 6-3-13Scale = 1:45 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)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P 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 OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-8 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 All bearings 5-5-5. (lb) -Max Horiz 1=225 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-102 (LC 12), 7=-125 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6, 7 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/481, 2-3=-330/339 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 C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-3-13 to 3-3-13, Exterior(2N) 3-3-13 to 5-3-12 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 1, 5 except (jt=lb) 7=124, 6=101. 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 T Webb / Moulton Home J1811-21 XFF 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:30 Page: 1 ID:y34itygIoOjI1zTXfWqhZHy3l4n-WLFaMd67QsfGmEqgY5LNrUa0kWpo3?LaJeEImuy3kvt 4.9512 =4x4 =2x4 =3x4 =3x4 =3x4 =3x6 =3x4 1 2 14 10 15 9 16 87 11 3 12 4 13 56 T1 W5 B1 W1 W2 W3 W4 2-1-7 -2-1-7 3-5-7 7-6-1 4-0-11 4-0-11 3-8-15 11-3-0 0-2-8 11-3-0 3-5-7 7-6-1 3-6-7 11-0-8 4-0-11 4-0-115-10-00-4-5 5-0-0Scale = 1:77.5 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 0.79 Vert(LL)-0.03 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.04 9-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.47 Horz(CT)0.02 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 9-10 >999 240 BCDL 7.0 Weight: 57 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 5-6-10 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=974/0-7-6, (min. 0-1-8), 8=1014/ Mechanical, (min. 0-1-8) Max Horiz 2=195 (LC 7) Max Uplift 2=-361 (LC 10), 8=-348 (LC 7) Max Grav 2=982 (LC 15), 8=1078 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1332/376, 3-11=-1245/388, 3-12=-995/318, 4-12=-833/303, 4-13=-271/92, 5-8=-289/62 BOT CHORD 2-14=-450/1134, 10-14=-450/1134, 10-15=-450/1134, 9-15=-450/1134, 9-16=-327/862, 8-16=-327/862 WEBS 3-9=-304/137, 4-9=-159/311, 4-8=-1126/384 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 C; 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 C; 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 348 lb uplift at joint 8 and 361 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) 69 lb down and 12 lb up at 2-9-8, 69 lb down and 12 lb up at 2-9-8, 145 lb down and 46 lb up at 5-7-7, 145 lb down and 46 lb up at 5-7-7, and 320 lb down and 80 lb up at 8-5-6, and 320 lb down and 80 lb up at 8-5-6 on top chord, and 6 lb down and 20 lb up at 2-9-8, 6 lb down and 20 lb up at 2-9-8, 15 lb down and 37 lb up at 5-7-7, 15 lb down and 37 lb up at 5-7-7, and 49 lb down and 51 lb up at 8-5-6, and 49 lb down and 51 lb up at 8-5-6 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: 1-5=-84, 5-6=-84, 2-7=-14 Concentrated Loads (lb) Vert: 12=-151 (F=-76, B=-76), 13=-501 (F=-251, B=-251), 14=-3 (F=-2, B=-2), 15=-12 (F=-6, B=-6), 16=-40 (F=-20, B=-20) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 YR1 14Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:30 Page: 1 ID:WuYJj9nUUNAD5PGLIvCNzjy3ndJ-WLFaMd67QsfGmEqgY5LNrUa2FWl_3vFaJeEImuy3kvt 4.9512 =3x4 =2x4 =3x4 =3x4 =3x4 =4x6 =3x4 1 13 9 14 8 15 76 10 2 11 3 12 45 T1 W5 B1 W1 W2 W3 W4 3-5-7 7-6-1 4-0-11 4-0-11 3-8-15 11-3-0 0-2-8 11-3-0 3-5-7 7-6-1 3-6-7 11-0-8 4-0-11 4-0-115-0-00-4-5 5-0-0Scale = 1:71.1 Plate Offsets (X, Y):[7:0-3-0,0-2-8] 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 0.46 Vert(LL)-0.04 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.05 8-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.02 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 1-9 >999 240 BCDL 7.0 Weight: 54 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 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-6 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=771/0-7-6, (min. 0-1-8), 7=1568/ Mechanical, (min. 0-1-8) Max Horiz 1=181 (LC 24) Max Uplift 1=-263 (LC 10), 7=-531 (LC 7) Max Grav 1=778 (LC 14), 7=1597 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1518/486, 2-10=-1444/490, 2-11=-1083/364, 3-11=-903/340, 3-12=-279/97, 4-7=-409/108 BOT CHORD 1-13=-513/1337, 9-13=-513/1337, 9-14=-513/1337, 8-14=-513/1337, 8-15=-356/930, 7-15=-356/930 WEBS 2-8=-456/198, 3-8=-189/320, 3-7=-1215/431 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 C; 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 C; 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 263 lb uplift at joint 1 and 531 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 39 lb up at 2-9-8, 69 lb down and 12 lb up at 2-9-8, 192 lb down and 68 lb up at 5-7-7, 145 lb down and 46 lb up at 5-7-7, 345 lb down and 95 lb up at 8-5-6, and 320 lb down and 80 lb up at 8-5-6, and 186 lb down and 52 lb up at 11-3-0 on top chord, and 6 lb down and 20 lb up at 2-9-8, 6 lb down and 20 lb up at 2-9-8, 15 lb down and 37 lb up at 5-7-7, 15 lb down and 37 lb up at 5-7-7, 49 lb down and 51 lb up at 8-5-6, and 49 lb down and 51 lb up at 8-5-6, and 337 lb down and 111 lb up at 11-3-0 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: 1-4=-84, 4-5=-84, 1-6=-14 Concentrated Loads (lb) Vert: 4=-150 (B), 7=-337 (B), 10=0 (F), 11=-198 (F=-122, B=-76), 12=-526 (F=-275, B=-251), 13=-3 (F=-2, B=-2), 14=-12 (F=-6, B=-6), 15=-40 (F=-20, B=-20) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 YR1A 11Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:30 Page: 1 ID:WuYJj9nUUNAD5PGLIvCNzjy3ndJ-WLFaMd67QsfGmEqgY5LNrUa7TWl13vgaJeEImuy3kvt 4.9512 =3x4 =2x4 =3x4 =3x4 1 2 10 7 11 65 8 3 9 4 T1 B1 W1 W2 2-1-7 -2-1-7 3-6-5 7-4-6 3-10-1 3-10-1 0-5-10 7-4-6 3-0-11 6-10-12 3-10-1 3-10-14-2-120-4-5 3-4-12Scale = 1:69.2 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 0.79 Vert(LL)-0.02 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.02 6-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.01 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 6-7 >999 240 BCDL 7.0 Weight: 31 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. 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=630/0-7-6, (min. 0-1-8), 4=196/ Mechanical, (min. 0-1-8), 5=235/ Mechanical, (min. 0-1-8) Max Horiz 2=139 (LC 10) Max Uplift 2=-239 (LC 10), 4=-58 (LC 10), 5=-108 (LC 7) Max Grav 2=759 (LC 15), 4=201 (LC 15), 5=292 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-737/137, 3-8=-563/149 BOT CHORD 2-10=-180/566, 7-10=-180/566, 7-11=-180/566, 6-11=-180/566 WEBS 3-6=-634/201 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 C; 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 C; 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 58 lb uplift at joint 4, 239 lb uplift at joint 2 and 108 lb uplift at joint 5. 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) 69 lb down and 12 lb up at 2-9-8, 69 lb down and 12 lb up at 2-9-8, and 145 lb down and 46 lb up at 5-7-7, and 145 lb down and 46 lb up at 5-7-7 on top chord, and 6 lb down and 20 lb up at 2-9-8, 6 lb down and 20 lb up at 2-9-8, and 15 lb down and 37 lb up at 5-7-7, and 15 lb down and 37 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: 9=-151 (F=-76, B=-76), 10=-3 (F=-2, B=-2), 11=-12 (F=-6, B=-6) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 YR3 11Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:31 Page: 1 ID:_46hwVo6FhJ4jZrXscjcWwy3ndI-_Xpyaz7lB9n7OOPt6pscOh6D?v6HoRskYI_rILy3kvs 4.9512 =3x4 =2x4 =3x4 =3x4 1 9 6 10 54 7 2 8 3 T1 B1 W1 W2 3-6-5 7-4-6 3-10-1 3-10-1 0-5-10 7-4-6 3-0-11 6-10-12 3-10-1 3-10-13-4-120-4-5 3-4-12Scale = 1:62.3 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 0.46 Vert(LL)-0.02 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.03 5-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.24 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 5-6 >999 240 BCDL 7.0 Weight: 27 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. 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=395/0-7-6, (min. 0-1-8), 3=198/ Mechanical, (min. 0-1-8), 4=306/ Mechanical, (min. 0-1-8) Max Horiz 1=98 (LC 10) Max Uplift 1=-125 (LC 10), 3=-58 (LC 10), 4=-138 (LC 10) Max Grav 1=525 (LC 14), 3=203 (LC 14), 4=362 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-842/181, 2-7=-687/189 BOT CHORD 1-9=-244/715, 6-9=-244/715, 6-10=-244/715, 5-10=-244/715 WEBS 2-5=-801/273 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 C; 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 C; 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 125 lb uplift at joint 1, 58 lb uplift at joint 3 and 138 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. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 39 lb up at 2-9-8, 69 lb down and 12 lb up at 2-9-8, and 192 lb down and 68 lb up at 5-7-7, and 145 lb down and 46 lb up at 5-7-7 on top chord, and 6 lb down and 20 lb up at 2-9-8, 6 lb down and 20 lb up at 2-9-8, and 15 lb down and 37 lb up at 5-7-7, and 15 lb down and 37 lb up at 5-7-7 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: 1-3=-84, 1-4=-14 Concentrated Loads (lb) Vert: 7=0 (B), 8=-198 (F=-76, B=-122), 9=-3 (F=-2, B=-2), 10=-12 (F=-6, B=-6) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 YR3A 11Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:31 Page: 1 ID:_46hwVo6FhJ4jZrXscjcWwy3ndI-_Xpyaz7lB9n7OOPt6pscOh6I9v6XoQ5kYI_rILy3kvs 712 =3x4 =2x4 =3x4 =2x4 1 2 9 10 5 6 7 8 3 4 T1 W2 B1 W1 1-6-0 -1-6-0 3-9-10 8-0-0 4-2-6 4-2-6 8-0-05-10-90-4-5 5-0-5Scale = 1:57 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.14 2-5 >645 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.24 2-5 >379 240 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.32 2-5 >287 240 BCDL 7.0 Weight: 38 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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=543/0-5-8, (min. 0-1-8), 5=356/ Mechanical, (min. 0-1-8) Max Horiz 2=194 (LC 11) Max Uplift 2=-216 (LC 14), 5=-158 (LC 11) Max Grav 2=677 (LC 19), 5=556 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-639/112, 6-7=-571/116, 7-8=-434/126, 3-8=-429/128 BOT CHORD 2-9=-240/458, 9-10=-240/458, 5-10=-240/458 WEBS 3-5=-543/216 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 7-10-4 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 C; 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 158 lb uplift at joint 5 and 216 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 T Webb / Moulton Home J1811-21 Z1 119Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:31 Page: 1 ID:wBi0nMcin4QCQFBfUzy5Pmy3ndX-_Xpyaz7lB9n7OOPt6pscOh6IMv31oQXkYI_rILy3kvs 712 =2x4 1 5 2 7 4 6 3 T1 B1 1-6-0 -1-6-0 5-11-11 5-11-11 5-11-114-8-60-4-5 3-10-2Scale = 1:50.3 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 0.82 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.09 2-4 >733 240 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)0.13 2-4 >513 240 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 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=454/0-5-8, (min. 0-1-8), 3=215/ Mechanical, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=154 (LC 14) Max Uplift 2=-159 (LC 14), 3=-87 (LC 14), 4=-39 (LC 10) Max Grav 2=633 (LC 19), 3=369 (LC 19), 4=97 (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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 5-10-15 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 C; 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 3, 159 lb uplift at joint 2 and 39 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 T Webb / Moulton Home J1811-21 Z1A 19Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:31 Page: 1 ID:wBi0nMcin4QCQFBfUzy5Pmy3ndX-_Xpyaz7lB9n7OOPt6pscOh6Dfv5coTmkYI_rILy3kvs 712 =2x4 1 6 7 3 4 5 2 T1 B1 5-11-11 5-11-113-10-20-4-5 3-10-2Scale = 1:29.7 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 0.70 Vert(LL)-0.05 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.09 1-3 >733 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.13 1-3 >515 240 BCDL 7.0 Weight: 18 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 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)1=278/0-5-8, (min. 0-1-8), 2=239/ Mechanical, (min. 0-1-8), 3=40/ Mechanical, (min. 0-1-8) Max Horiz 1=112 (LC 14) Max Uplift 1=-72 (LC 14), 2=-102 (LC 14), 3=-39 (LC 10) Max Grav 1=434 (LC 18), 2=394 (LC 18), 3=97 (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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 5-10-15 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 C; 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 72 lb uplift at joint 1, 102 lb uplift at joint 2 and 39 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 Z1AT 11Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:32 Page: 1 ID:wBi0nMcin4QCQFBfUzy5Pmy3ndX-SkNKnJ8NyTw_0Y_3gWOrxvfQGJRsXw?tnyjPrny3kvr 712 =2x4 1 5 2 7 4 6 3 T1 B1 1-6-0 -1-6-0 3-11-11 3-11-11 3-11-113-6-60-4-5 2-8-2 Scale = 1:45.8 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 0.33 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 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=369/0-5-8, (min. 0-1-8), 3=118/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=117 (LC 14) Max Uplift 2=-140 (LC 14), 3=-44 (LC 14), 4=-25 (LC 10) Max Grav 2=593 (LC 19), 3=194 (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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 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 C; 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 44 lb uplift at joint 3, 140 lb uplift at joint 2 and 25 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 T Webb / Moulton Home J1811-21 Z1B 112Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:32 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-SkNKnJ8NyTw_0Y_3gWOrxvfVzJUcXw?tnyjPrny3kvr 7 12 =2x4 1 5 3 4 2 T1 B1 3-11-11 3-11-11 2-8-2 0-4-5 2-8-2 Scale = 1:26.1 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 0.34 Vert(LL)-0.01 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 1-3 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 1-3 >999 240 BCDL 7.0 Weight: 12 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)1=180/0-5-8, (min. 0-1-8), 2=155/ Mechanical, (min. 0-1-8), 3=26/ Mechanical, (min. 0-1-8) Max Horiz 1=75 (LC 14) Max Uplift 1=-45 (LC 14), 2=-67 (LC 14), 3=-25 (LC 10) Max Grav 1=267 (LC 18), 2=241 (LC 18), 3=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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 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 C; 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 45 lb uplift at joint 1, 67 lb uplift at joint 2 and 25 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 Z1BT 12Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:32 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-SkNKnJ8NyTw_0Y_3gWOrxvfVoJUZXw?tnyjPrny3kvr 7 12 =2x4 1 2 6 4 5 3 T1B1 1-6-0 -1-6-0 1-11-11 1-11-11 1-11-112-4-6 0-4-5 1-6-2 Scale = 1:66 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 0.29 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=287/0-5-8, (min. 0-1-8), 3=23/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=80 (LC 14) Max Uplift 2=-126 (LC 14), 3=-92 (LC 18), 4=-13 (LC 10) Max Grav 2=437 (LC 19), 3=36 (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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 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 C; 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 126 lb uplift at joint 2, 13 lb uplift at joint 4 and 92 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 T Webb / Moulton Home J1811-21 Z1C 112Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:32 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-SkNKnJ8NyTw_0Y_3gWOrxvfWiJV0Xw?tnyjPrny3kvr 7 12 =2x4 1 3 2 T1 B11-11-111-11-111-6-2 0-4-5 1-6-2 Scale = 1:50.7 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 0.07 Vert(LL)0.00 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 1-3 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 1-3 >999 240 BCDL 7.0 Weight: 6 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)1=94/0-5-8, (min. 0-1-8), 2=80/ Mechanical, (min. 0-1-8), 3=13/ Mechanical, (min. 0-1-8) Max Horiz 1=38 (LC 14) Max Uplift 1=-24 (LC 14), 2=-35 (LC 14), 3=-13 (LC 10) Max Grav 1=126 (LC 18), 2=113 (LC 18), 3=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 C; 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 C; 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 24 lb uplift at joint 1, 13 lb uplift at joint 3 and 35 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 T Webb / Moulton Home J1811-21 Z1CT 12Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:32 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-SkNKnJ8NyTw_0Y_3gWOrxvfZ?JV?Xw?tnyjPrny3kvr 712 =4x4 =MT18HS 3x8 =4x4 =4x4 =2x4 1 7 5 8 4 6 2 3 T1 W3 B1 W1 W2 4-1-1 4-1-1 3-10-15 8-0-0 3-10-15 8-0-0 4-1-1 4-1-15-0-50-4-5 5-0-5Scale = 1:58.7 Plate Offsets (X, Y):[2:0-1-8,0-2-0], [4:0-1-12,0-2-0], [5:0-4-12,0-1-8] 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 0.16 Vert(LL)-0.03 1-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.04 1-5 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.56 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.02 1-5 >999 240 BCDL 7.0 Weight: 87 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=2043/0-5-8, (min. 0-1-8), 4=2068/ Mechanical, (min. 0-1-8) Max Horiz 1=176 (LC 7) Max Uplift 1=-708 (LC 10), 4=-742 (LC 7) Max Grav 1=2177 (LC 14), 4=2269 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-3058/957, 2-6=-2997/967 BOT CHORD 1-7=-866/2561, 5-7=-866/2561, 5-8=-866/2561, 4-8=-866/2561 WEBS 2-5=-920/2551, 2-4=-3017/1031 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 - 2 rows staggered at 0-7-0 oc, Except member 2-4 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; 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 C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 708 lb uplift at joint 1 and 742 lb uplift at joint 4. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1121 lb down and 386 lb up at 2-0-12, and 1121 lb down and 386 lb up at 4-0-12, and 1121 lb down and 386 lb up at 6-0-12 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, 1-4=-14 Concentrated Loads (lb) Vert: 5=-1121 (F), 7=-1121 (F), 8=-1121 (F) Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 Z1G 21Jack-Closed Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:33 Page: 1 ID:SGg38rpk0?RxKjQkQKFr28y3ndH-wwxi_f90jn2rdiZFEEv4T6CjPjlgGES1?cTyNDy3kvq 712 =3x4 =2x4 =3x4 1 2 10 11 65 78 9 3 4 T1 B1 W1 1-6-0 -1-6-0 3-8-9 7-10-15 4-2-6 4-2-6 0-3-3 7-10-15 7-7-12 7-7-125-9-150-4-5 4-11-11Scale = 1:73.2 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 0.36 Vert(LL)-0.14 2-6 >663 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.23 2-6 >390 240 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-P Wind(LL)0.31 2-6 >295 240 BCDL 7.0 Weight: 31 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 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. 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=541/0-5-8, (min. 0-1-8), 4=129/ Mechanical, (min. 0-1-8), 6=229/ Mechanical, (min. 0-1-8) Max Horiz 2=191 (LC 14) Max Uplift 2=-180 (LC 14), 4=-55 (LC 14), 6=-121 (LC 14) Max Grav 2=674 (LC 19), 4=212 (LC 19), 6=348 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-634/20, 7-8=-566/25, 8-9=-429/34, 3-9=-424/36 BOT CHORD 2-10=-179/454, 10-11=-179/454, 6-11=-179/454 WEBS 3-6=-540/213 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 7-10-3 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 C; 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 55 lb uplift at joint 4, 180 lb uplift at joint 2 and 121 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb / Moulton Home J1811-21 Z2 11Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:33 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-wwxi_f90jn2rdiZFEEv4T6CgMjlfGJy1?cTyNDy3kvq 712 =2x4 =2x4 =2x4 1 5 2 8 9 4 6 7 3 T1 W1 B1 1-6-0 -1-6-0 5-3-0 5-3-0 5-3-04-3-50-4-5 3-5-1Scale = 1:52 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 0.53 Vert(LL)-0.03 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.05 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 >800 240 BCDL 7.0 Weight: 22 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 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, 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=418/0-5-8, (min. 0-1-8), 4=211/ Mechanical, (min. 0-1-8) Max Horiz 2=132 (LC 11) Max Uplift 2=-174 (LC 14), 4=-100 (LC 11) Max Grav 2=628 (LC 19), 4=336 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-302/161 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 C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 5-1-4 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 C; 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 100 lb uplift at joint 4 and 174 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 T Webb / Moulton Home J1811-21 Z3 12Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Thu Dec 30 13:54:33 Page: 1 ID:OOGP_idKYOY31Pmr1gTKyzy3ndW-wwxi_f90jn2rdiZFEEv4T6CdcjoKGMF1?cTyNDy3kvq