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HomeMy WebLinkAboutTRUSS SPECS - 22-00249 - 1288 Stone Dr - New SFR512 =5x8 =1.5x4 =MT18HS 9x12 =8x12 =6x12 =7x8 =6x12 =1.5x4 =2x4 =5x8 =7x8 =3x4 =4x8 =MT20HS 5x12 =1.5x4 =4x8 HJC26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 HJC26 1212 18 20 21 17 22 23 16 24 25 15 26 27 14 28 29 13 11 3 10 5 6 19 7 84 9 T1 T2 T3 T1 B1 B3B2 W1 W2 W3 W2 W3 W2 W3 W2 W3 W2 W3 W2 W1 1-2-0 -1-2-0 1-2-0 42-2-0 3-3-15 8-0-0 3-3-15 36-3-15 4-11-5 18-0-6 4-11-5 22-11-10 4-11-5 27-10-15 4-8-1 4-8-1 4-8-1 41-0-0 5-1-1 33-0-0 5-1-1 13-1-1 0-1-0 8-2-12 4-10-5 13-1-1 4-11-5 18-0-6 4-11-5 22-11-10 4-11-5 32-10-4 4-11-5 27-10-15 8-1-12 8-1-12 8-1-12 41-0-04-1-100-4-1 0-1-10 3-6-73-6-70-1-103-8-1Scale = 1:73.4 Plate Offsets (X, Y):[2:0-2-9,Edge], [4:0-8-2,Edge], [7:0-4-0,0-3-0], [9:0-6-0,0-1-5], [14:0-4-0,0-4-8], [17:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.35 14-15 >999 360 MT18HS 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.48 14-15 >809 240 MT20 220/195 BCLL 0.0 *Rep Stress Incr NO WB 0.85 Horz(CT)0.07 11 n/a n/a MT20HS 165/146 BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.20 14-15 >999 240 Weight: 436 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except 2-0-0 oc purlins (4-6-8 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-18.REACTIONS (lb/size)2=-2113/0-3-8, (min. 0-1-8), 11=3447/0-5-8, (min. 0-1-14), 18=9140/0-5-8, (min. 0-4-14) Max Horiz 2=-66 (LC 28) Max Uplift 2=-2458 (LC 22), 11=-884 (LC 9), 18=-2304 (LC 4) Max Grav 2=596 (LC 5), 11=3457 (LC 22), 18=9140 (LC 1) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1574/6413, 3-4=-1668/6719, 4-5=-1560/6331, 5-6=-5746/1502, 6-19=-5746/1502, 7-19=-5746/1502, 7-8=-9039/2340, 8-9=-7240/1888, 9-10=-7701/1977, 10-11=-7892/2029 BOT CHORD 2-18=-5897/1501, 18-20=-154/719, 20-21=-154/719, 17-21=-154/719, 17-22=-154/719, 22-23=-154/719, 16-23=-154/719, 16-24=-2103/8533, 24-25=-2103/8533, 15-25=-2103/8533, 15-26=-2103/8533, 26-27=-2103/8533, 14-27=-2103/8533, 14-28=-2231/9039, 28-29=-2231/9039, 13-29=-2231/9039, 11-13=-1796/7176 WEBS 3-18=-610/230, 4-18=-2869/743, 5-18=-8263/2121, 5-17=-179/847, 5-16=-1506/5988, 6-16=-394/157, 7-16=-3325/905, 7-15=-209/1039, 7-14=-233/618, 8-14=-149/699, 8-13=-2264/572, 9-13=-623/2553, 10-13=-93/274 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)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 2458 lb uplift at joint 2, 2304 lb uplift at joint 18 and 884 lb uplift at joint 11. 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)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Job Truss Truss Type Qty Ply A01 1 222-044740T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:sEJfjC?kmRfOE?S_w6doJwzQm?k-O1aB37G?h01kA5kgVmH544Sc4FiCeQLZ0SX0MYzQkb1 Continued on page 2 13)Use MiTek HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 24-11-4 oc max. starting at 8-0-6 from the left end to 32-11-10 to connect truss (es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N), J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 14)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 30-11-4 to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-9=-84, 9-12=-84, 2-11=-14 Concentrated Loads (lb) Vert: 18=-1040, 16=-348, 15=-348, 13=-1040, 20=-348, 21=-348, 22=-348, 23=-348, 24=-348, 25=-348, 26=-348, 27=-348, 28=-348, 29=-348 Job Truss Truss Type Qty Ply A01 1 222-044740T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 2 ID:sEJfjC?kmRfOE?S_w6doJwzQm?k-O1aB37G?h01kA5kgVmH544Sc4FiCeQLZ0SX0MYzQkb1 512 =3x6 =1.5x4 =4x5 =6x8 =5x6 =3x6 =5x6 =5x8 =1.5x4 =5x8 =MT20HS 8x12 =1.5x4 =3x10 1 2 14 13 12 11 10 9 15 16 83 5 18 617 194 7 T1 T2 T3 T4 B1 B4B3B2 W1 W2 W3 W4 W3 W4 W3 W4 W3 W5 1-2-0 -1-2-0 4-8-2 10-0-0 4-8-2 35-8-2 5-3-14 5-3-14 5-3-14 41-0-0 6-10-13 23-11-7 7-0-9 17-0-9 7-0-9 31-0-0 1-11-0 10-1-12 6-10-13 30-10-4 6-10-13 17-0-9 6-10-13 23-11-7 8-2-12 8-2-12 10-1-12 41-0-04-11-100-4-1 0-1-10 4-4-74-4-70-1-104-6-1Scale = 1:71.5 Plate Offsets (X, Y):[2:0-0-10,Edge], [4:0-4-2,Edge], [6:0-4-0,0-3-4], [7:0-8-2,Edge], [9:0-6-2,0-1-8], [10:0-3-12,0-3-0], [12:0-3-0,0-3-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.23 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.40 9-10 >986 240 MT20HS 165/146 BCLL 0.0 *Rep Stress Incr YES WB 0.95 Horz(CT)0.09 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 11 >999 240 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except 2-0-0 oc purlins (3-4-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 4-14, 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=-210/0-3-8, (min. 0-1-8), 9=1413/0-5-8, (min. 0-1-8), 14=2893/0-5-8, (min. 0-3-1) Max Horiz 2=88 (LC 14) Max Uplift 2=-547 (LC 24), 9=-317 (LC 11), 14=-591 (LC 6) Max Grav 2=94 (LC 7), 9=1422 (LC 24), 14=2893 (LC 1) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-319/1588, 15-16=-310/1595, 3-16=-303/1608, 3-4=-373/1904, 4-17=-67/618, 5-17=-68/614, 5-18=-1618/434, 6-18=-1618/434, 6-19=-2297/555, 7-19=-2294/555, 7-8=-2540/564, 8-9=-2999/699 BOT CHORD 2-14=-1456/325, 13-14=-661/240, 12-13=-318/1618, 11-12=-518/2561, 10-11=-518/2561, 9-10=-586/2694 WEBS 3-14=-546/224, 4-14=-2641/598, 4-13=-263/1290, 5-13=-2532/584, 5-12=-104/675, 6-12=-1116/326, 6-10=-551/147, 7-10=-46/477, 8-10=-451/218 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-10-8, Interior (1) 2-10-8 to 4-2-7, Exterior(2R) 4-2-7 to 15-9-9, Interior (1) 15-9-9 to 25-2-7, Exterior(2R) 25-2-7 to 36-8-1, Exterior(2E) 36-8-1 to 40-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 9, 547 lb uplift at joint 2 and 591 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A02 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:1uXg9aYyAGK08vOe33xMdPzQm?1-O1aB37G?h01kA5kgVmH544SaMFiCePoZ0SX0MYzQkb1 512 =3x6 =2x6 =5x6 =6x8 =5x10 =3x4 =5x8 =5x6 =5x8 =6x8 =3x4 =1.5x4 =3x10 1 2 14 13 12 11 10 9 15 18 16 8 3 5 17 64 7 T1 T2 T3 T4 B1 B1B2B2 W3 W4 W5 W5 W4 W3 W1 W2 W6 W7 1-2-0 -1-2-0 3-9-4 12-0-0 5-8-0 23-4-0 5-8-0 17-8-0 5-8-0 29-0-0 5-7-14 34-7-14 6-4-2 41-0-0 8-2-12 8-2-12 3-11-0 12-1-12 5-9-10 34-7-14 6-4-2 41-0-0 8-2-12 8-2-12 8-4-4 20-6-0 8-4-4 28-10-45-9-100-4-1 0-1-10 5-2-75-2-70-1-105-4-1Scale = 1:71.5 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [4:0-4-2,Edge], [6:0-3-0,0-3-4], [7:0-4-2,Edge], [9:0-6-2,0-1-8], [11:0-4-0,0-3-0], [12:0-4-0,0-3-0], [13:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.18 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.29 11-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.86 Horz(CT)0.07 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.10 11 >999 240 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except 2-0-0 oc purlins (4-2-9 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=-49/0-3-8, (min. 0-1-8), 9=1453/0-5-8, (min. 0-1-9), 14=2693/0-5-8, (min. 0-2-14) Max Horiz 2=103 (LC 14) Max Uplift 2=-396 (LC 24), 9=-323 (LC 11), 14=-501 (LC 6) Max Grav 2=73 (LC 23), 9=1453 (LC 1), 14=2693 (LC 1) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-253/1281, 15-16=-240/1285, 3-16=-233/1399, 3-4=-486/157, 4-5=-362/156, 5-17=-1897/475, 6-17=-1897/475, 6-7=-2115/531, 7-8=-2364/537, 8-18=-2957/676, 9-18=-3095/665 BOT CHORD 2-14=-1181/298, 13-14=-1181/298, 12-13=-300/1554, 11-12=-411/2166, 10-11=-558/2750, 9-10=-558/2750 WEBS 5-13=-1679/396, 5-12=-139/692, 6-12=-546/225, 6-11=-349/99, 7-11=-56/446, 3-14=-2525/564, 3-13=-372/1947, 8-11=-718/254 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-10-8, Interior (1) 2-10-8 to 6-2-7, Exterior(2R) 6-2-7 to 17-8-0, Interior (1) 17-8-0 to 23-2-7, Exterior(2R) 23-2-7 to 34-7-14, Interior (1) 34-7-14 to 36-8-1, Exterior(2E) 36-8-1 to 40-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 9, 396 lb uplift at joint 2 and 501 lb uplift at joint 14. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:l5ftqptupZkAt3yq8EwhD6zQm_c-O1aB37G?h01kA5kgVmH544SZ6FiLeQBZ0SX0MYzQkb1 512 2.512 =6x12 =5x8 =4x5 =3x4 =MT20HS 10x12 =6x8 =3x6 =4x5 =3x6 =7x8 =MT18HS 9x12 =3x4 =5x8 =10x16 1 14 13 12 2 1123 1517 3 224 16 1021245 7 18 19 20 86 9 T3 T4 T2 T1 W13 B1 B2 B3 W4 W9 W10 W11 W12 W1 W2 W3 W6 W5 W7 W8 0-1-10 5-8-5 1-2-0 -1-2-0 3-8-12 9-5-1 4-4-0 22-8-0 4-4-0 27-0-0 4-4-0 18-4-0 4-6-15 14-0-0 5-6-10 5-6-10 5-10-14 39-7-0 6-8-2 33-8-2 0-5-8 0-5-8 5-6-0 26-0-0 5-10-14 39-7-0 5-11-4 13-2-12 6-10-0 7-3-8 7-3-4 20-6-0 7-8-2 33-8-26-7-100-4-1 0-11-20-1-10 2-7-156-0-76-0-70-1-106-2-1Scale = 1:72.6 Plate Offsets (X, Y):[2:0-5-9,Edge], [4:0-4-0,Edge], [6:0-4-2,Edge], [9:0-8-2,Edge], [12:Edge,0-8-0], [13:0-3-8,0-2-8], [14:0-5-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.80 16-17 >586 360 MT18HS 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-1.13 16-17 >418 240 MT20 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.50 Horz(CT)0.49 12 n/a n/a MT20HS 165/146 BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.41 16-17 >999 240 Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W10,W12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-5 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 1 Row at midpt 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=2045/0-5-8, (min. 0-2-2), 12=1919/0-5-8, (min. 0-2-1) Max Horiz 2=120 (LC 14) Max Uplift 2=-422 (LC 10), 12=-371 (LC 11) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-5493/1144, 7-18=-4145/921, 18-19=-4145/921, 19-20=-4145/921, 8-20=-4145/921, 8-9=-2935/711, 9-21=-3029/707, 10-21=-3144/688, 10-22=-3341/726, 11-22=-3509/716, 2-23=-7708/1554, 3-23=-7604/1562, 3-4=-7348/1431, 4-24=-7309/1436, 5-24=-7242/1443, 5-6=-6586/1308, 11-12=-1870/411 BOT CHORD 2-17=-1513/7126, 16-17=-1321/6782, 15-16=-840/4721, 14-15=-670/3796, 13-14=-600/3163, 12-13=-82/303 WEBS 6-16=-389/2236, 9-14=-115/750, 10-14=-444/191, 10-13=-257/135, 11-13=-541/2881, 3-17=-267/183, 5-17=-32/277, 5-16=-646/267, 7-15=-1087/316, 7-16=-252/1052, 8-15=-205/1029, 8-14=-1551/318 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-8-13, Interior (1) 2-8-13 to 8-4-13, Exterior(2R) 8-4-13 to 19-7-3, Interior (1) 19-7-3 to 21-4-13, Exterior(2R) 21-4-13 to 32-7-3, Interior (1) 32-7-3 to 35-5-12, Exterior(2E) 35-5-12 to 39-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)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. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 2 and 371 lb uplift at joint 12. 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 A04 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:TutEEkJnY0XexFqlgYDfXozQm9g-sD7aGTGdSK9bnFJs2UoKdI?jFfz2Nz3jF6GZv_zQkb0 512 2.512 =6x12 =5x8 =4x5 =3x4 =MT20HS 10x12 =6x8 =MT18HS 9x12 =4x12 =3x4 =4x8 =6x8 =6x12 =3x4 =3x4 =5x8 =10x16 1 13 12 2 1415 1121 18 16 3 20 17 10 4 22 19 5 9768 T3 T4 T2 T1 W15 B1 B2 B3 W6 W7 W8 W9W10W11 W12 W13 W14 W4 W5 W1 W2 W3 0-1-6 5-6-10 1-2-0 -1-2-0 1-1-12 26-1-12 2-9-4 16-0-0 3-9-11 13-2-12 3-10-6 9-5-1 4-6-0 25-0-0 4-6-0 20-6-0 5-5-5 5-5-5 6-4-14 39-7-0 7-0-6 33-2-2 0-5-8 0-5-8 1-1-12 26-0-0 2-11-0 16-1-12 5-11-4 13-2-12 6-4-14 39-7-0 6-10-0 7-3-8 7-2-2 33-2-2 8-8-8 24-10-47-5-100-4-1 0-11-20-1-10 2-7-156-10-76-10-70-1-107-0-1Scale = 1:72.6 Plate Offsets (X, Y):[2:0-5-9,Edge], [3:0-4-0,0-3-0], [6:0-8-2,Edge], [8:0-4-2,Edge], [12:Edge,0-8-0], [13:0-3-8,0-2-8], [14:0-6-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.80 17-18 >591 360 MT18HS 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-1.12 17-18 >421 240 MT20 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.62 Horz(CT)0.48 12 n/a n/a MT20HS 165/146 BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.41 17-18 >999 240 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W8,W12,W14,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 1 Row at midpt 7-15, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=2045/0-5-8, (min. 0-2-2), 12=1919/0-5-8, (min. 0-2-1) Max Horiz 2=135 (LC 14) Max Uplift 2=-420 (LC 10), 12=-369 (LC 11) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-4058/882, 7-8=-2799/682, 8-9=-3032/745, 9-19=-3002/699, 10-19=-3119/684, 10-20=-3344/715, 11-20=-3526/704, 2-21=-7718/1552, 3-21=-7612/1561, 3-4=-7361/1451, 4-22=-6489/1274, 5-22=-6420/1284, 5-6=-4348/922, 11-12=-1866/407 BOT CHORD 2-18=-1526/7135, 17-18=-1330/6755, 16-17=-1072/6047, 15-16=-620/3617, 14-15=-473/2851, 13-14=-585/3171, 12-13=-95/350 WEBS 6-16=-249/1335, 7-16=-175/820, 7-15=-1320/319, 8-15=-269/1033, 9-15=-122/461, 9-14=-415/62, 10-14=-503/205, 11-13=-513/2837, 5-17=-554/2884, 5-16=-2942/643, 3-18=-278/182, 4-18=-47/305, 4-17=-726/260 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-8-13, Interior (1) 2-8-13 to 10-4-13, Exterior(2R) 10-4-13 to 30-7-3, Interior (1) 30-7-3 to 35-5-12, Exterior(2E) 35-5-12 to 39-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)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. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2 and 369 lb uplift at joint 12. 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 A05 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:?zrHbCVqnxYMsj2qcvWPAAzQm9Q-sD7aGTGdSK9bnFJs2UoKdI?jdfzDNxBjF6GZv_zQkb0 512 2.512=6x12 =5x8 =4x5 =3x4 =MT20HS 10x20 =6x8 =MT18HS 9x12 =4x12 =6x12 =3x4 =6x12 =3x4 =5x8 =4x8 =10x16 1 12 11 13 2 14 1018 17 15 3 22 16 9 4 21195 8 7206 T2 T1 T3 T4 T5 W14 B1 B2 B3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W3W2 W1 1-2-0 -1-2-0 3-1-12 26-1-12 3-10-6 9-5-1 3-11-7 13-4-8 5-0-0 23-0-0 4-7-8 18-0-0 5-6-10 5-6-10 6-4-14 39-7-0 7-0-6 33-2-2 0-5-8 0-5-8 3-1-12 26-0-0 4-8-8 22-10-4 4-11-0 18-1-12 5-11-4 13-2-12 6-4-14 39-7-0 6-10-0 7-3-8 7-2-2 33-2-28-3-100-4-1 0-11-20-1-10 2-7-157-8-77-8-70-1-107-10-1Scale = 1:72.7 Plate Offsets (X, Y):[2:0-5-9,Edge], [3:0-4-0,0-3-0], [6:0-8-2,Edge], [9:0-4-0,0-3-4], [11:Edge,0-7-11], [12:0-3-8,0-2-0], [13:0-6-0,0-2-4], [16:0-10-0,0-3-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.83 16-17 >570 360 MT18HS 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-1.16 16-17 >406 240 MT20 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.83 Horz(CT)0.52 11 n/a n/a MT20HS 165/146 BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.42 16-17 >999 240 Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B1:2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W7,W11,W13:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-7 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=2045/0-5-8, (min. 0-2-2), 11=1919/0-5-8, (min. 0-2-1) Max Horiz 2=151 (LC 14) Max Uplift 2=-417 (LC 10), 11=-366 (LC 11) 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-7713/1554, 3-18=-7608/1563, 3-4=-7352/1451, 4-19=-6422/1211, 5-19=-6326/1218, 5-6=-3518/757, 6-20=-3220/734, 7-20=-3220/734, 7-8=-2956/692, 8-21=-2948/669, 9-21=-3093/659, 9-22=-3337/683, 10-22=-3521/672, 10-11=-1867/394 BOT CHORD 2-17=-1544/7130, 16-17=-1333/6696, 15-16=-1057/5859, 14-15=-404/2751, 13-14=-451/2802, 12-13=-557/3171, 11-12=-98/356 WEBS 5-16=-538/2907, 5-15=-3283/725, 6-15=-132/865, 7-15=-221/929, 7-14=-197/300, 8-14=-269/248, 8-13=-291/92, 9-13=-546/210, 10-12=-478/2826, 4-16=-736/255, 4-17=-63/364, 3-17=-292/184 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-8-13, Interior (1) 2-8-13 to 12-4-13, Exterior(2R) 12-4-13 to 28-7-3, Interior (1) 28-7-3 to 35-5-12, Exterior(2E) 35-5-12 to 39-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)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. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 2 and 366 lb uplift at joint 11. 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 A06 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:B40RuyejBJxogPOxljC_7VzQm9F-sD7aGTGdSK9bnFJs2UoKdI?jdfz2NuwjF6GZv_zQkb0 512 2.512 =6x12 =5x8 =4x5 =3x4 =MT20HS 10x12 =6x8 =8x12 =5x6 =5x6 =8x12 =6x12 =3x4 =5x8 =4x8 =10x16 1 12 11 2 13 10 14 19 1517 3 22 16 9 4 5 20 218 6 18 7 T3 T2 T1 T4 T5 W13 B1 B2 B3 W6 W7 W8 W9 W10 W11 W12 W4 W5 W1 W2 W3 0-1-6 5-6-10 1-0-0 21-0-0 1-2-0 -1-2-0 3-9-11 13-2-12 3-10-6 9-5-1 5-1-12 26-1-12 5-5-5 5-5-5 6-4-14 39-7-0 6-9-4 20-0-0 7-0-6 33-2-2 0-5-8 0-5-8 1-4-7 21-1-12 4-10-4 26-0-0 5-11-4 13-2-12 6-4-14 39-7-0 6-6-9 19-9-5 6-10-0 7-3-8 7-2-2 33-2-29-1-100-4-1 0-11-20-1-10 2-7-158-6-78-6-70-1-108-8-1Scale = 1:72.8 Plate Offsets (X, Y):[2:0-5-9,Edge], [3:0-4-0,0-3-0], [9:0-4-0,0-3-4], [11:Edge,0-7-11], [12:0-3-8,0-2-0], [13:0-6-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.85 15-16 >555 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-1.19 16-17 >396 240 MT20HS 165/146 BCLL 0.0 *Rep Stress Incr YES WB 0.95 Horz(CT)0.52 11 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.44 15-16 >999 240 Weight: 219 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W10,W12,W4,W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=2045/0-5-8, (min. 0-2-2), 11=1919/0-5-8, (min. 0-2-1) Max Horiz 2=166 (LC 14) Max Uplift 2=-414 (LC 10), 11=-363 (LC 11) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-18=-2678/632, 7-18=-2678/632, 2-19=-7723/1559, 3-19=-7619/1568, 3-4=-7345/1449, 4-5=-6577/1255, 5-20=-3013/620, 6-20=-2898/640, 7-8=-2999/655, 8-21=-2890/643, 9-21=-3114/642, 9-22=-3336/654, 10-22=-3521/643, 10-11=-1867/381 BOT CHORD 2-17=-1564/7141, 16-17=-1349/6731, 15-16=-1152/6181, 14-15=-328/2614, 13-14=-433/2850, 12-13=-547/3170, 11-12=-100/357 WEBS 6-15=-120/808, 7-14=-194/841, 8-14=-398/311, 8-13=-400/132, 9-13=-534/202, 10-12=-449/2823, 5-16=-550/2987, 5-15=-3952/902, 3-17=-327/195, 4-17=-58/329, 4-16=-595/203 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-8-13, Interior (1) 2-8-13 to 14-4-13, Exterior(2R) 14-4-13 to 26-7-3, Interior (1) 26-7-3 to 35-5-12, Exterior(2E) 35-5-12 to 39-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)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. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 2 and 363 lb uplift at joint 11. 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 A07 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:IaILdPot7JaykPuR0yx19EzQm92-sD7aGTGdSK9bnFJs2UoKdI?iJfz2Ns2jF6GZv_zQkb0 512 2.512 =6x12 =1.5x4 =4x5 =5x8 =MT20HS 10x12=1.5x4 =5x10 =4x8 =5x6 =6x12 =3x4 =5x8 =4x8 =10x16 1 12 11 2 13 1017 14 16 3 20 15 9 4 5 8 18 196 7 T2 T1 T3 T4 W13 B1 B2 B3 W7 W8 W9 W4 W6 W5 W10 W11 W12 W1 W2 W3 1-2-0 -1-2-0 3-8-5 16-11-1 3-6-15 20-6-0 3-9-11 13-2-12 3-10-6 9-5-1 5-6-10 5-6-10 5-7-12 26-1-12 6-4-14 39-7-0 7-0-6 33-2-2 0-5-8 0-5-8 4-3-4 13-2-12 5-6-0 26-0-0 6-4-14 39-7-0 7-2-2 33-2-2 7-3-4 20-6-0 8-6-0 8-11-89-4-20-4-1 0-11-28-10-92-7-15Scale = 1:71.1 Plate Offsets (X, Y):[2:0-5-9,Edge], [4:0-4-0,0-3-0], [9:0-4-0,0-3-4], [11:Edge,0-7-11], [12:0-3-8,0-2-0], [13:0-6-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.82 15-16 >576 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-1.14 14-15 >412 240 MT20HS 165/146 BCLL 0.0 *Rep Stress Incr YES WB 0.80 Horz(CT)0.49 11 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.42 15-16 >999 240 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W8,W5,W10,W12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-15 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=2045/0-5-8, (min. 0-2-2), 11=1919/0-5-8, (min. 0-2-1) Max Horiz 2=170 (LC 14) Max Uplift 2=-413 (LC 10), 11=-362 (LC 11) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-7748/1596, 3-17=-7645/1611, 3-4=-7253/1393, 4-5=-6492/1222, 5-18=-6460/1280, 6-18=-6365/1286, 6-7=-2852/679, 7-19=-2793/669, 8-19=-2899/652, 8-9=-3120/674, 9-20=-3332/678, 10-20=-3517/666, 10-11=-1866/393 BOT CHORD 2-16=-1611/7169, 15-16=-1346/6785, 14-15=-607/3680, 13-14=-461/2843, 12-13=-551/3166, 11-12=-100/362 WEBS 7-14=-356/1802, 8-14=-474/237, 8-13=-315/104, 5-15=-272/135, 6-14=-1955/494, 6-15=-758/3590, 9-13=-533/200, 10-12=-467/2814, 3-16=-440/263, 4-15=-779/242 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-8-13, Interior (1) 2-8-13 to 16-6-8, Exterior(2R) 16-6-8 to 24-5-8, Interior (1) 24-5-8 to 35-5-12, Exterior(2E) 35-5-12 to 39-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 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)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2 and 362 lb uplift at joint 11. 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 A08 4 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:CWlH0HUh9KD5XwbLDLStqmzQm6s-O1aB37G?h01kA5kgVmH544SYKFe8eR7Z0SX0MYzQkb1 512 2.512=3x10 =5x6 =3x4 =3x4 =6x12 =4x8 =3x10 =4x5 =MT18HS 9x12 =3x6 =4x6 =2x4 1 9 2 15 101113 3 12 4 5 8 16 6 14 7 T3 T4 W9 T2 T1 B1 B2 W6 W7 W8W4 W5 W1 W2 W3 0-1-6 5-6-10 1-0-0 21-0-0 1-2-0 -1-2-0 3-8-7 9-3-2 3-9-14 13-1-0 5-5-5 5-5-5 6-11-0 20-0-0 5-5-8 26-5-8 0-5-8 26-5-8 0-5-8 0-5-8 1-3-8 21-1-12 4-10-4 26-0-0 5-11-13 13-2-12 6-7-8 19-10-4 6-9-7 7-2-159-1-100-4-1 6-4-120-1-10 2-7-158-6-78-6-70-1-108-8-1Scale = 1:53 Plate Offsets (X, Y):[2:0-2-5,0-0-2], [3:0-3-0,0-3-0], [7:0-7-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.51 11-12 >617 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.74 11-12 >424 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.77 Horz(CT)0.38 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.30 11-12 >999 240 Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W7,W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. WEBS 1 Row at midpt 8-9, 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=1403/0-5-8, (min. 0-1-8), 9=1275/0-5-8, (min. 0-1-8) Max Horiz 2=275 (LC 9) Max Uplift 2=-315 (LC 10), 9=-247 (LC 10) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-14=-835/283, 7-14=-835/283, 7-8=-936/268, 8-9=-1318/282, 2-15=-4664/1091, 3-15=-4570/1104, 3-4=-4288/998, 4-5=-3296/773, 5-16=-1042/251, 6-16=-911/265 BOT CHORD 2-13=-1145/4266, 12-13=-919/3707, 11-12=-740/3205, 10-11=-179/754 WEBS 6-11=-46/451, 7-10=-377/121, 8-10=-221/1167, 5-12=-368/1735, 5-11=-2678/731, 3-13=-318/186, 4-13=-91/445, 4-12=-616/206 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 15-9-1, Exterior(2R) 15-9-1 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)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. 7)Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 247 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A09 1 122-044740T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:GklC_6cHw4UKnNGIc0Lhg9zQlml-O1aB37G?h01kA5kgVmH544SbhFdCeRcZ0SX0MYzQkb1 512 2.512=3x10 =5x6 =3x4 =3x4 =1.5x4 =6x12 =5x10 =3x6 =3x6 =3x6 =2x6 1 9 2 13 1012 3 11 4 5 14 7 15 86 T2 T1 T3 W9 B1 B2 W5 W6 W7 W8W4 W1 W2 W3 1-2-0 -1-2-0 3-8-7 9-3-2 4-1-0 22-1-0 3-11-10 13-2-12 4-9-4 18-0-0 5-6-10 5-6-10 4-4-8 26-5-8 0-5-8 26-5-8 0-5-8 0-5-8 5-11-13 13-2-12 6-3-10 26-0-0 6-5-10 19-8-6 6-9-7 7-2-158-3-100-4-1 7-8-70-1-10 2-7-157-8-77-8-70-1-107-10-1Scale = 1:52.9 Plate Offsets (X, Y):[2:0-2-5,0-0-2], [3:0-3-0,0-3-0], [6:0-5-0,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.40 11-12 >790 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.56 11-12 >555 240 BCLL 0.0 *Rep Stress Incr YES WB 0.63 Horz(CT)0.31 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.22 11-12 >999 240 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W9,W5,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1403/0-5-8, (min. 0-1-8), 9=1275/0-5-8, (min. 0-1-8) Max Horiz 2=334 (LC 9) Max Uplift 2=-307 (LC 10), 9=-275 (LC 7) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-4658/1041, 3-13=-4562/1054, 3-4=-4303/955, 4-5=-3226/690, 5-14=-3232/760, 6-14=-3153/773, 6-7=-1030/289 BOT CHORD 2-12=-1087/4259, 11-12=-873/3735, 10-11=-350/1288, 9-10=-236/730 WEBS 6-11=-600/2368, 6-10=-861/249, 7-10=-170/884, 7-9=-1417/339, 5-11=-354/180, 3-12=-276/176, 4-12=-86/423, 4-11=-759/264 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 13-9-1, Exterior(2R) 13-9-1 to 22-1-0, Interior (1) 22-1-0 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 9, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 9 and 307 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A10 1 122-044740T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:T08nrNOUJF0Twz?YjOTA79zQlkS-KPhyTpHFDeHSPPt2cBJZ9VYyv3L?6OIsTm07RQzQkb? 512 2.512=3x10 =5x6 =3x4 =3x4 =7x8 =4x8 =4x8 =4x5 =3x6 =3x6 =1.5x4 1 9 2 13 12 10 3 11 4 14 5 7 16 8156 T1 T2 T3 B1 B2 W4 W9 W1 W2 W3 W6 W5 W8 W7 1-2-0 -1-2-0 2-9-4 16-0-0 3-8-7 9-3-2 3-11-10 13-2-12 5-3-13 21-3-13 5-6-10 5-6-10 5-1-11 26-5-8 0-5-8 26-5-8 0-5-8 0-5-8 2-7-8 15-10-4 5-11-13 13-2-12 6-9-7 7-2-15 10-1-12 26-0-07-5-100-4-1 6-10-70-1-10 2-7-156-10-76-10-70-1-107-0-1Scale = 1:52.9 Plate Offsets (X, Y):[2:0-2-5,0-0-2], [3:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.39 11-12 >812 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.66 9-10 >473 240 BCLL 0.0 *Rep Stress Incr YES WB 0.70 Horz(CT)0.30 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.23 11-12 >999 240 Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except 2-0-0 oc purlins (4-7-15 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1403/0-5-8, (min. 0-1-8), 9=1275/0-5-8, (min. 0-1-8) Max Horiz 2=286 (LC 10) Max Uplift 2=-282 (LC 10), 9=-282 (LC 6) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-4658/1033, 3-13=-4562/1046, 3-4=-4308/950, 4-14=-3200/677, 5-14=-3119/683, 5-6=-2011/407, 6-15=-1818/394, 7-15=-1821/393 BOT CHORD 2-12=-1197/4259, 11-12=-991/3739, 10-11=-726/2946, 9-10=-239/981 WEBS 5-11=-433/1594, 3-12=-269/173, 4-12=-78/425, 4-11=-797/275, 6-10=-73/434, 5-10=-1744/540, 7-9=-1569/381, 7-10=-239/1130 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 11-9-1, Exterior(2R) 11-9-1 to 20-2-15, Interior (1) 20-2-15 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 2 and 282 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A11 1 122-044740T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:UnaDCQlRXaXljYQd81sZsuzQm7p-KPhyTpHFDeHSPPt2cBJZ9VYyv3L?6NCsTm07RQzQkb? 512 2.512=3x10 =1.5x4 =3x4 =3x4 =6x12 =4x12 =3x10 =4x6 =3x10 =2x4 7 1 8 11 10 2 9 312 5 14 6134 T1 T2 W8 B1 B2 W4 W5 W6 W7 W1 W2 W3 3-8-0 9-4-12 4-7-4 14-0-0 5-8-11 5-8-11 6-1-0 20-1-0 6-4-8 26-5-8 0-5-8 0-5-8 0-5-8 26-5-8 5-9-14 13-2-12 5-11-0 26-0-0 6-10-4 20-1-0 6-11-6 7-4-146-2-10-4-1 6-0-70-1-10 2-7-156-0-76-0-70-1-106-2-1Scale = 1:51 Plate Offsets (X, Y):[1:0-2-5,0-0-2], [4:0-6-0,0-1-5], [5:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.39 9-10 >802 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.55 9-10 >568 240 BCLL 0.0 *Rep Stress Incr YES WB 0.48 Horz(CT)0.30 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.20 9-10 >999 240 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5,W7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-9-3 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)1=1278/0-5-8, (min. 0-1-8), 7=1278/0-5-8, (min. 0-1-8) Max Horiz 1=252 (LC 9) Max Uplift 1=-248 (LC 10), 7=-291 (LC 7) 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-4714/951, 2-11=-4610/960, 2-3=-4337/850, 3-12=-3244/624, 4-12=-3232/638, 4-13=-2743/581, 5-13=-2746/581, 5-14=-1434/344, 6-14=-1434/344, 6-7=-1243/318 BOT CHORD 1-10=-966/4317, 9-10=-851/3765, 8-9=-397/1473 WEBS 4-9=-121/831, 5-9=-323/1435, 5-8=-1217/377, 6-8=-406/1749, 2-10=-296/185, 3-10=-92/435, 3-9=-777/304 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 9-9-1, Exterior(2R) 9-9-1 to 18-2-15, Interior (1) 18-2-15 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 1 and 291 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A12 1 122-044740T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:GcXC1JaSN389zNc5d7hrIdzQlgL-sD7aGTGdSK9bnFJs2UoKdI?nNf__NzOjF6GZvzzQkb0 512 =3x10 =1.5x4 =5x10 =4x6 =3x10 =1.5x4 =3x6 =3x4 1 8 7 6 9 2 10 4 512113 T1 T2 W4 B1 B2 W1 W2 W3W3W4 5-8-2 12-0-0 6-3-14 6-3-14 7-1-0 19-1-0 7-4-8 26-5-8 7-2-12 19-1-0 7-4-8 26-5-8 11-10-4 11-10-45-4-10-4-1 5-2-70-4-1 0-1-10 5-2-75-2-70-1-105-4-1Scale = 1:51.5 Plate Offsets (X, Y):[1:0-6-2,0-1-8], [8:0-4-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.40 1-8 >791 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.71 1-8 >442 240 BCLL 0.0 *Rep Stress Incr YES WB 0.48 Horz(CT)0.07 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 1-8 >999 240 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. WEBS 1 Row at midpt 4-6, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1286/ Mechanical, (min. 0-1-8), 6=1286/0-5-8, (min. 0-1-8) Max Horiz 1=214 (LC 7) Max Uplift 1=-236 (LC 10), 6=-298 (LC 7) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2644/535, 2-9=-2566/553, 2-10=-1998/392, 3-10=-1895/409, 3-11=-1748/413, 4-11=-1751/413, 5-6=-255/100 BOT CHORD 1-8=-545/2378, 7-8=-381/1473, 6-7=-381/1473 WEBS 2-8=-683/309, 3-8=0/309, 4-6=-1743/403, 4-8=-108/332 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 7-9-1, Exterior(2R) 7-9-1 to 16-2-15, Interior (1) 16-2-15 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 1 and 298 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A13 1 122-044740T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:D4mgkFQMuZzDN8yYkqyF7NzQlfF-sD7aGTGdSK9bnFJs2UoKdI?m?f0INzNjF6GZv_zQkb0 512 =3x10 =1.5x4 =5x10 =6x8 =3x4 =5x6 =5x8 =3x6 =1.5x4 1 9 8 7 10 2 11 4 5 12 63 T1 T2 T3 W2 B1 B2B2 W1 W2 W3 W3 W3 W3 4-3-2 14-3-2 4-8-2 10-0-0 5-3-14 5-3-14 4-3-2 26-5-8 7-11-4 22-2-6 8-2-12 18-2-12 8-2-12 26-5-8 10-0-0 10-0-04-6-10-4-1 4-4-70-4-1 0-1-10 4-4-74-4-70-1-104-6-1Scale = 1:51.4 Plate Offsets (X, Y):[1:0-6-2,0-1-8], [3:0-4-2,Edge], [5:0-4-0,0-3-4], [8:0-3-0,0-3-4], [9:0-4-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.20 1-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.37 1-9 >843 240 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)0.07 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 1-9 >999 240 Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1286/ Mechanical, (min. 0-1-8), 7=1286/0-5-8, (min. 0-1-8) Max Horiz 1=177 (LC 7) Max Uplift 1=-221 (LC 6), 7=-303 (LC 7) 15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2734/563, 2-10=-2651/571, 2-11=-2200/430, 3-11=-2111/444, 3-4=-1962/438, 4-5=-1708/398 BOT CHORD 1-9=-569/2466, 8-9=-539/2137, 7-8=-334/1169 WEBS 2-9=-557/257, 3-9=-84/541, 4-9=-446/141, 4-8=-614/198, 5-8=-95/773, 5-7=-1633/430 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 5-9-1, Exterior(2R) 5-9-1 to 14-3-2, Interior (1) 14-3-2 to 23-3-12, Exterior(2E) 23-3-12 to 26-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 1 and 303 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A14 1 122-044740T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:qkMnvcmIsMz6F6swXD8ma4zQlHZ-sD7aGTGdSK9bnFJs2UoKdI?nxf2xNvGjF6GZv_zQkb0 512 =3x10 =1.5x4 =3x6 =5x10 =7x8 =3x4 =3x4 =3x4 =4x5 =5x6 =4x5 =1.5x4 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 1 13 14 15 12 16 17 11 18 19 10 20 21 9 22 23 8 2 4 5 6 73 T1 T2 T3 W4 B1 B2 W2 W1 W3 W4 W3 W4 W3 W4 W3 3-5-11 8-0-0 4-5-10 12-5-10 4-7-6 17-1-0 4-9-2 21-10-2 4-6-5 4-6-5 4-7-6 26-5-8 4-7-6 21-8-6 4-7-6 12-5-10 4-7-6 17-1-0 4-9-2 26-5-8 7-10-4 7-10-43-8-10-4-1 3-6-70-4-1 0-1-10 3-6-73-6-70-1-103-8-1Scale = 1:51.3 Plate Offsets (X, Y):[3:0-5-0,0-1-11], [6:0-3-0,0-3-0], [11:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.22 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.31 10-11 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.75 Horz(CT)0.08 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 10-11 >999 240 Weight: 290 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=3423/ Mechanical, (min. 0-1-8), 8=3678/0-5-8, (min. 0-1-15) Max Horiz 1=137 (LC 5) Max Uplift 1=-762 (LC 4), 8=-917 (LC 5) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7381/1717, 2-3=-6996/1654, 3-4=-7452/1857, 4-5=-6876/1729, 5-6=-4425/1131 BOT CHORD 1-13=-1652/6796, 13-14=-1652/6796, 14-15=-1652/6796, 12-15=-1652/6796, 12-16=-1551/6369, 16-17=-1551/6369, 11-17=-1551/6369, 11-18=-1865/7449, 18-19=-1865/7449, 10-19=-1865/7449, 10-20=-1733/6876, 20-21=-1733/6876, 9-21=-1733/6876, 9-22=-1102/4305, 22-23=-1102/4305, 8-23=-1102/4305 WEBS 3-12=-342/1580, 2-12=-398/200, 3-11=-394/1478, 4-10=-694/167, 5-10=-269/1292, 5-9=-2970/732, 6-9=-589/2598, 6-8=-5205/1297 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)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 762 lb uplift at joint 1 and 917 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. 12)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 25-11-4 to connect truss(es) J02 (1 ply 2x4 DF or DF-N), J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply A15 1 222-044740T Half Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:J01sOCcacZfK1jdA4CuxtdzQlGU-sD7aGTGdSK9bnFJs2UoKdI?rbf0mNvDjF6GZv_zQkb0 Continued on page 2 Vert: 1-3=-84, 3-7=-84, 1-8=-14 Concentrated Loads (lb) Vert: 12=-348 (F), 9=-348 (F), 13=-348 (F), 14=-348 (F), 15=-348 (F), 16=-348 (F), 17=-348 (F), 18=-348 (F), 19=-348 (F), 20=-348 (F), 21=-348 (F), 22=-348 (F), 23=-352 (F) Job Truss Truss Type Qty Ply A15 1 222-044740T Half Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 2 ID:J01sOCcacZfK1jdA4CuxtdzQlGU-sD7aGTGdSK9bnFJs2UoKdI?rbf0mNvDjF6GZv_zQkb0 512 =3x6 =5x6 =5x6 =3x10 =8x12 =3x6 =3x6 =6x12 =3x6 =8x12 =3x10 =7x8 =3x10 =5x6 =5x6 =3x6 211 2 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 204346 47 48 39 3 194245 4 18 40 44 5 17 166 41 157 148 139 1210 11 T1 T2 T1 T2 B1B3B1B2 W4 W2 W1 W5 W2W3 W1 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST3 ST2 ST1 ST14 ST15 ST16 ST17 ST5 ST6 ST4 ST3 ST2 ST1 1-2-0 -1-2-0 1-2-0 39-2-0 5-8-10 30-10-1 5-8-10 12-10-10 6-1-6 19-0-0 6-1-6 25-1-6 7-1-15 7-1-15 7-1-15 38-0-0 7-3-4 28-0-8 9-11-8 9-11-8 9-11-8 38-0-0 10-9-12 20-9-48-8-100-4-18-3-1Scale = 1:67.5 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [14:0-4-0,0-2-4], [17:0-3-0,0-3-0], [25:0-3-0,0-3-0], [29:0-6-0,0-3-4], [35:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.12 22-23 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.16 22-23 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.42 Horz(CT)0.02 29 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 37-38 >999 240 Weight: 261 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-38,37-38,36-37,35-36. WEBS 1 Row at midpt 11-29 JOINTS 1 Brace at Jt(s): 39, 40, 41, 42, 44, 45 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=842/0-5-8, (min. 0-1-8), 20=583/0-3-8, (min. 0-1-8), 29=2499/0-5-8, (min. 0-2-11) Max Horiz 2=-149 (LC 11) Max Uplift 2=-213 (LC 10), 20=-187 (LC 11), 29=-399 (LC 10) Max Grav 2=935 (LC 23), 20=722 (LC 24), 29=2499 (LC 1) 18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-1377/239, 3-47=-1294/241, 3-4=-1297/271, 4-5=-1266/295, 5-6=-872/204, 6-7=-827/222, 7-8=-799/249, 8-9=-78/634, 9-10=-52/665, 10-11=-20/689, 11-12=-53/953, 12-13=-71/965, 13-14=-91/934, 14-15=-287/384, 15-16=-310/376, 16-17=-356/365, 17-18=-769/238, 18-19=-801/227, 19-48=-791/219, 20-48=-874/217 BOT CHORD 2-38=-312/1181, 37-38=-312/1181, 36-37=-312/1181, 35-36=-311/1172, 34-35=-138/489, 33-34=-138/489, 32-33=-136/496, 31-32=-136/496, 30-31=-136/496, 29-30=-136/496, 28-29=-429/170, 27-28=-429/170, 26-27=-431/170, 25-26=-431/170, 24-25=-204/718, 23-24=-200/726, 22-23=-200/726, 20-22=-200/726 WEBS 11-29=-1111/168, 35-42=-161/528, 8-42=-167/538, 5-43=-624/204, 35-43=-666/227, 29-44=-825/266, 14-44=-786/252, 14-45=-189/624, 25-45=-174/586, 8-41=-1046/331, 40-41=-1032/327, 39-40=-1080/342, 29-39=-1002/317, 25-46=-701/234, 17-46=-662/211, 11-39=-71/287 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 2-6-15, Interior (1) 2-6-15 to 15-0-0, Exterior(2R) 15-0-0 to 23-0-0, Interior (1) 23-0-0 to 35-5-1, Exterior(2E) 35-5-1 to 39-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable 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 187 lb uplift at joint 20, 213 lb uplift at joint 2 and 399 lb uplift at joint 29. 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 B01 1 122-044740T Common Structural Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:GAdbqn1fZiZ_EKjEhEvTubzQl8B-vq0prnFNwjvtYx9Tx3msYtwW0sOTv4qQnonTq5zQkb2 512 =3x6 =5x8 =5x10 =3x6 =5x6 =5x10 =3x4 =5x6 =5x8 =3x6 8 1 11 12 13 10 9 7 17 14 2 6 53 1615 4 T2 T1 T2 T3 B1 B1B3B2 W3 W4 W5 W2 W1 W2 W1 1-2-0 39-2-0 5-8-10 30-10-1 5-8-10 12-10-10 6-1-6 19-0-0 6-1-6 25-1-6 7-1-15 7-1-15 7-1-15 38-0-0 0-2-12 20-9-4 7-3-4 28-0-8 9-11-8 9-11-8 9-11-8 38-0-0 10-7-0 20-6-88-8-100-4-18-3-1Scale = 1:65.2 Plate Offsets (X, Y):[2:0-4-0,0-3-4], [6:0-4-0,0-3-4], [9:0-3-0,0-3-4], [10:0-5-0,0-3-0], [11:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.32 10-11 >766 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.46 10-11 >535 240 BCLL 0.0 *Rep Stress Incr YES WB 0.78 Horz(CT)0.02 10 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 1-11 >999 240 Weight: 168 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-11. WEBS 1 Row at midpt 3-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=678/ Mechanical, (min. 0-1-8), 7=554/0-3-8, (min. 0-1-8), 10=2586/0-5-8, (min. 0-2-12) Max Horiz 1=-157 (LC 11) Max Uplift 1=-164 (LC 10), 7=-183 (LC 11), 10=-424 (LC 10) Max Grav 1=777 (LC 23), 7=716 (LC 24), 10=2586 (LC 1) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1316/254, 2-14=-1191/266, 2-3=-883/193, 3-15=-90/738, 4-15=-79/860, 4-16=-109/1138, 5-16=-119/1015, 5-6=-403/434, 6-17=-726/361, 7-17=-830/335 BOT CHORD 1-11=-306/1116, 11-12=-203/402, 12-13=-203/402, 10-13=-203/402, 9-10=-506/188, 7-9=-308/667 WEBS 3-10=-1071/355, 4-10=-1207/241, 5-10=-907/325, 5-9=-135/690, 6-9=-568/248, 3-11=-117/821, 2-11=-575/257 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 3-10-6, Interior (1) 3-10-6 to 15-2-6, Exterior(2R) 15-2-6 to 22-9-10, Interior (1) 22-9-10 to 35-5-1, Exterior(2E) 35-5-1 to 39-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 1, 424 lb uplift at joint 10 and 183 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B02 2 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:UkRbALV_ThZ?VpWql37hEpzQlAA-vq0prnFNwjvtYx9Tx3msYtwSbsKjv_CQnonTq5zQkb2 512 =3x6 =5x8 =5x10 =3x6 =5x6 =5x10 =3x4 =5x6 =5x6 =4x5 =3x10 1 11 16 17 10 9 8 12 715 62 53 1413 4 T2 T1 T2 T3 B1 B4B3B2 W5 W4 W2 W1 W2W3 W1 HW2 5-8-10 30-10-1 5-8-10 12-10-10 6-0-7 36-10-8 6-1-6 19-0-0 6-1-6 25-1-6 7-1-15 7-1-15 0-2-12 20-9-4 7-3-4 28-0-8 8-10-0 36-10-8 9-11-8 9-11-8 10-7-0 20-6-8 0-4-1 0-9-118-3-1Scale = 1:62.5 Plate Offsets (X, Y):[2:0-4-0,0-3-4], [6:0-3-0,0-3-4], [8:0-5-14,Edge], [9:0-3-0,0-3-0], [10:0-5-0,0-3-0], [11:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.32 10-11 >782 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.45 10-11 >549 240 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)0.02 10 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 1-11 >999 240 Weight: 170 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x6 DF SS or 1800F 1.6E -- 3-0-2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-11. WEBS 1 Row at midpt 4-10, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=741/ Mechanical, (min. 0-1-8), 8=443/1-6-0, (min. 0-1-8), 10=2424/0-5-8, (min. 0-2-9) Max Horiz 1=140 (LC 10) Max Uplift 1=-168 (LC 10), 8=-153 (LC 11), 10=-415 (LC 10) Max Grav 1=794 (LC 23), 8=617 (LC 24), 10=2424 (LC 1) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1357/266, 2-12=-1236/278, 2-3=-933/205, 3-13=-78/578, 4-13=-68/696, 4-14=-95/939, 5-14=-105/820, 5-6=-503/384, 6-15=-742/303, 7-15=-759/285, 7-8=-862/288 BOT CHORD 1-11=-326/1154, 11-16=-93/441, 16-17=-93/441, 10-17=-93/441, 9-10=-459/164, 8-9=-248/700 WEBS 5-10=-862/317, 4-10=-1060/212, 3-11=-117/817, 2-11=-574/257, 5-9=-108/597, 3-10=-1070/355, 6-9=-499/213 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 3-9-0, Interior (1) 3-9-0 to 15-3-12, Exterior(2R) 15-3-12 to 22-8-4, Interior (1) 22-8-4 to 33-2-4, Exterior(2E) 33-2-4 to 36-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 10, 153 lb uplift at joint 8 and 168 lb uplift at joint 1. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B03 1 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:NgvWZDBpViB8IJDkySeWwLzQl8_-O1aB37G?h01kA5kgVmH544SdLFgyeS3Z0SX0MYzQkb1 512 =3x6 =5x8 =5x8 =3x6 =4x5 =4x8 =4x6 =2x6 1 8 11 12 7 6 9 2 3 10 5 4 T2 T1 T3 W6 B1 B2 W4 W3W2 W1 W5 5-8-10 12-10-10 6-1-6 19-0-0 7-1-15 7-1-15 2-0-0 21-0-0 2-0-0 21-0-0 9-0-8 19-0-0 9-11-8 9-11-8 0-4-1 7-5-18-3-1Scale = 1:41.8 Plate Offsets (X, Y):[1:0-0-10,Edge], [2:0-4-0,0-3-4], [8:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.25 1-8 >986 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.42 1-8 >598 240 BCLL 0.0 *Rep Stress Incr YES WB 0.34 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 1-8 >999 240 Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W1,W6:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1019/ Mechanical, (min. 0-1-8), 6=1019/0-5-8, (min. 0-1-8) Max Horiz 1=312 (LC 7) Max Uplift 1=-217 (LC 10), 6=-249 (LC 10) 21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1927/421, 2-9=-1824/434, 2-3=-1517/370, 3-10=-391/160, 4-10=-306/170, 4-5=-317/207, 5-6=-1066/280 BOT CHORD 1-8=-466/1679, 8-11=-231/974, 11-12=-231/974, 7-12=-231/974 WEBS 3-7=-985/338, 3-8=-125/775, 2-8=-565/254, 5-7=-195/980 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 16-0-0, Exterior(2R) 16-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 20-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 1 and 249 lb uplift at joint 6. 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 B04 7 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:dU3djY76MMuD19cXy7XZXazQl6n-O1aB37G?h01kA5kgVmH544SYjFgdeYJZ0SX0MYzQkb1 512 =3x4 =3x4 =4x5 =3x4 131 2 23 22 21 20 19 18 17 16 15 14 12 2524113 104 95 86 7 T1 T1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-2-0 -1-2-0 1-2-0 22-2-0 10-6-0 21-0-0 10-6-0 10-6-0 21-0-05-2-20-4-14-8-9Scale = 1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.05 Horz(CT)0.00 16 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 21-0-0. (lb) -Max Horiz 2=-86 (LC 15) 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) 2, 12, 14, 15, 16, 17, 18, 19, 20, 22, 23 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-2-11 to 1-9-5, Exterior(2N) 1-9-5 to 7-6-0, Corner(3R) 7-6-0 to 13-6-0, Exterior(2N) 13-6-0 to 19-2-11, Corner(3E) 19-2-11 to 22-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 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 C01 1 122-044740T Common Supported Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:MrPFwH5M_RR44CZs?syoeyzQl4E-O1aB37G?h01kA5kgVmH544SkNFqoedrZ0SX0MYzQkb1 512 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 71 2 9 8 6 1310 3 5 1211 4 T1 T1 B1 B2 W2 W1 W2 W1 1-2-0 22-2-0 1-2-0 -1-2-0 4-11-2 15-5-2 4-11-2 10-6-0 5-6-14 5-6-14 5-6-14 21-0-0 6-6-13 13-9-6 7-2-10 7-2-10 7-2-10 21-0-05-2-20-4-14-8-9Scale = 1:41.3 Plate Offsets (X, Y):[9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.09 8-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.14 8-9 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.25 Horz(CT)0.05 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.04 2-9 >999 240 Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1129/0-5-8, (min. 0-1-8), 6=1129/0-5-8, (min. 0-1-8) Max Horiz 2=-86 (LC 15) Max Uplift 2=-232 (LC 10), 6=-232 (LC 11) 23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1978/462, 3-10=-1896/478, 3-11=-1703/442, 4-11=-1614/452, 4-12=-1614/452, 5-12=-1703/442, 5-13=-1896/478, 6-13=-1978/462 BOT CHORD 2-9=-350/1735, 8-9=-177/1168, 6-8=-350/1735 WEBS 4-8=-134/562, 5-8=-432/203, 4-9=-134/562, 3-9=-432/203 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior (1) 13-6-0 to 19-2-11, Exterior(2E) 19-2-11 to 22-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 2 and 232 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C02 1 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:yXFXt4G8hlC5mMeYqoC4CvzQl40-O1aB37G?h01kA5kgVmH544Sh5FleeajZ0SX0MYzQkb1 512 =4x12 =6x8 =1.5x4 =6x8 =5x10 =4x12 =6x8 =1.5x4 =4x12 HJC26 LUS24 HJC26 81 2 11 10 13 9 7 63 5412 T1 T2 T1 B1 B2 W1 W2 W3 W2 W1 1-2-0 -1-2-0 1-2-0 21-2-0 3-3-15 15-3-15 3-3-15 8-0-0 4-0-0 12-0-0 4-8-1 4-8-1 4-8-1 20-0-0 4-3-8 12-1-12 7-10-4 7-10-4 7-10-4 20-0-04-1-100-4-1 0-1-10 3-6-73-6-70-1-103-8-1Scale = 1:41.7 Plate Offsets (X, Y):[2:0-6-0,0-1-5], [4:0-5-0,0-1-11], [5:0-6-0,0-1-5], [7:0-6-0,0-1-5], [9:0-4-0,0-4-8], [10:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.22 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.31 9-10 >764 240 BCLL 0.0 *Rep Stress Incr NO WB 0.62 Horz(CT)0.08 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.13 9-10 >999 240 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except 2-0-0 oc purlins (2-11-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=2293/0-5-8, (min. 0-2-7), 7=2293/0-5-8, (min. 0-2-7) Max Horiz 2=-67 (LC 13) Max Uplift 2=-582 (LC 8), 7=-582 (LC 9) 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4975/1272, 3-4=-4707/1199, 4-12=-4261/1121, 5-12=-4261/1121, 5-6=-4708/1199, 6-7=-4976/1272 BOT CHORD 2-11=-1168/4501, 10-11=-1168/4501, 10-13=-1035/4259, 9-13=-1035/4259, 7-9=-1102/4502 WEBS 4-10=-369/1407, 5-9=-361/1406 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 2 and 582 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Use MiTek HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 3-11-4 oc max. starting at 8-0-6 from the left end to 11-11-10 to connect truss (es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N), J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 10)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 10-0-0 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 5-8=-84, 2-7=-14 Concentrated Loads (lb) Vert: 10=-1040, 9=-1040, 13=-348 Job Truss Truss Type Qty Ply D01 1 122-044740T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:yonzRuTohzLhJzRpKt?3PUzQl3l-sD7aGTGdSK9bnFJs2UoKdI?o5f1LNxBjF6GZv_zQkb0 512 =3x6 =1.5x4 =4x5 =5x8 =1.5x4 =3x6 71 2 8 6 9 12 53 10 11 4 T1 T1 B1 B1 W2 W1W1 1-2-0 -1-2-0 1-2-0 21-2-0 4-8-2 10-0-0 4-8-2 14-8-2 5-3-14 5-3-14 5-3-14 20-0-0 10-0-0 10-0-0 10-0-0 20-0-04-11-100-4-14-6-1Scale = 1:39.8 Plate Offsets (X, Y):[2:0-1-2,0-0-4], [6:0-1-2,0-0-4], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.15 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.27 2-8 >872 240 BCLL 0.0 *Rep Stress Incr YES WB 0.28 Horz(CT)0.05 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.04 2-8 >999 240 Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-6 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=1080/0-5-8, (min. 0-1-8), 6=1080/0-5-8, (min. 0-1-8) Max Horiz 2=-82 (LC 15) Max Uplift 2=-223 (LC 10), 6=-223 (LC 11) 25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1850/477, 3-9=-1777/492, 3-10=-1328/346, 4-10=-1241/356, 4-11=-1241/356, 5-11=-1328/346, 5-12=-1777/492, 6-12=-1850/477 BOT CHORD 2-8=-362/1625, 6-8=-362/1625 WEBS 4-8=-93/587, 5-8=-557/246, 3-8=-557/245 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-2-11, Exterior(2E) 18-2-11 to 21-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 2 and 223 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D02 1 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:kJ3hMZq6ltv0CxrIFK?ooczQl0i-O1aB37G?h01kA5kgVmH544ShOFjReZFZ0SX0MYzQkb1 512 =4x12 =3x10 =3x10 =5x6 =10x16 =3x10 =3x10 =4x12 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 9 10 11 8 12 13 7 14 15 6 16 17 18 5 42 3 T1 T1 B1 B1 W3 W2 W1W2W1 4-5-11 10-0-0 4-5-11 14-5-11 5-6-5 5-6-5 5-6-5 20-0-0 4-5-11 10-0-0 4-5-11 14-5-11 5-6-5 5-6-5 5-6-5 20-0-0 0-4-14-6-1Scale = 1:34.7 Plate Offsets (X, Y):[1:0-6-0,0-1-5], [5:0-6-0,0-1-5], [7:0-8-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.21 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.29 7-8 >817 240 BCLL 0.0 *Rep Stress Incr NO WB 0.52 Horz(CT)0.06 5 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 7-8 >999 240 Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=5915/0-5-8, (min. 0-3-2), 5=5344/0-5-8, (min. 0-2-14) Max Horiz 1=-71 (LC 28) Max Uplift 1=-1296 (LC 8), 5=-1171 (LC 9) 26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11135/2416, 2-3=-7806/1700, 3-4=-7806/1701, 4-5=-10644/2306 BOT CHORD 1-9=-2254/10238, 9-10=-2254/10238, 10-11=-2254/10238, 8-11=-2254/10238, 8-12=-2254/10238, 12-13=-2254/10238, 7-13=-2254/10238, 7-14=-2081/9766, 14-15=-2081/9766, 6-15=-2081/9766, 6-16=-2081/9766, 16-17=-2081/9766, 17-18=-2081/9766, 5-18=-2081/9766 WEBS 3-7=-1197/5570, 4-7=-2957/735, 4-6=-385/1930, 2-7=-3482/848, 2-8=-475/2348 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: 2x8 - 2 rows staggered at 0-2-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1296 lb uplift at joint 1 and 1171 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. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 18-11-4 to connect truss(es) B04 (1 ply 2x4 DF or DF-N), B03 (1 ply 2x4 DF or DF-N), B02 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 9=-1007, 10=-1005, 11=-1005, 12=-1005, 13=-1005, 14=-1005, 15=-1005, 16=-780, 17=-763, 18=-765 Job Truss Truss Type Qty Ply D03 1 222-044740T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:z264Fexmee2knJ10GjgvgWzQl0Z-O1aB37G?h01kA5kgVmH544ScPFfreVWZ0SX0MYzQkb1 512 =3x6 =2x4 =5x8 =3x4 =6x8 =3x6 Special Special HJC26 HJC26 61 2 8 7 5 493 T1 T2 T1 B1 W1 W2 W1 1-2-0 15-2-0 1-2-0 -1-2-0 2-0-0 8-0-0 6-0-0 6-0-0 6-0-0 14-0-0 1-8-8 7-10-4 6-1-12 6-1-12 6-1-12 14-0-03-3-100-4-1 0-1-10 2-8-72-8-70-1-102-10-1Scale = 1:32.6 Plate Offsets (X, Y):[3:0-1-12,0-3-0], [4:0-4-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.07 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.10 8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.24 Horz(CT)0.03 5 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.05 8 >999 240 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except 2-0-0 oc purlins (4-4-11 max.): 3-4. 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=1323/0-5-8, (min. 0-1-8), 5=1323/0-5-8, (min. 0-1-8) Max Horiz 2=-52 (LC 13) Max Uplift 2=-371 (LC 8), 5=-371 (LC 9) 27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2488/694, 3-9=-2237/681, 4-9=-2237/681, 4-5=-2493/695 BOT CHORD 2-8=-611/2203, 7-8=-617/2232, 5-7=-579/2208 WEBS 3-8=-104/497, 4-7=-120/553 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 371 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. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Use MiTek HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 1-11-4 oc max. starting at 6-0-6 from the left end to 7-11-10 to connect truss (es) J1D (1 ply 2x4 DF or DF-N), HE1 (1 ply 2x4 DF or DF-N), J1D (1 ply 2x4 DF or DF-N), HE1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 99 lb up at 6-0-0, and 173 lb down and 99 lb up at 8-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 4-6=-84, 2-5=-14 Concentrated Loads (lb) Vert: 3=-140, 4=-140, 8=-397, 7=-397 Job Truss Truss Type Qty Ply E01 1 122-044740T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:tF5RCKqEfupT6RXCzB_jXdzQl_6-sD7aGTGdSK9bnFJs2UoKdI?qVf6LN18jF6GZv_zQkb0 512 =3x6 =4x8 =1.5x4 =3x6 51 2 6 4 107 8 9 3 T1 T1 B1 W1 1-2-0 -1-2-0 1-2-0 15-2-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-03-8-100-4-13-3-1Scale = 1:30.6 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [4:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.08 2-6 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.12 2-6 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.11 Horz(CT)0.02 4 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.05 2-6 >999 240 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=786/0-5-8, (min. 0-1-8), 4=786/0-5-8, (min. 0-1-8) Max Horiz 2=-60 (LC 11) Max Uplift 2=-167 (LC 10), 4=-167 (LC 11) 28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1039/330, 7-8=-924/340, 3-8=-913/350, 3-9=-913/350, 9-10=-924/340, 4-10=-1039/330 BOT CHORD 2-6=-200/847, 4-6=-200/847 WEBS 3-6=0/272 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 4-0-0, Exterior(2R) 4-0-0 to 10-0-0, Interior (1) 10-0-0 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2 and 167 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E02 1 122-044740T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:ZRLXyQmsSZCw?Epa3IbwdNzQlDh-O1aB37G?h01kA5kgVmH544Sd0FlJecwZ0SX0MYzQkb1 512 =3x10 =1.5x4 =10x16 =5x8 =10x16 =1.5x4 =3x10 HGUS26-2 HUS26 HUS26 1 2 8 7 9 10 6 3 5 4 T1 T2 B1 W2 W1 W2 W1 1-2-0 -1-2-0 3-2-2 10-2-2 3-2-2 7-0-0 3-9-14 3-9-14 3-9-14 14-0-0 2-3-0 8-1-8 5-10-8 5-10-8 5-10-8 14-0-03-8-100-4-13-3-1Scale = 1:28.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.16 6-7 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.22 6-7 >731 240 BCLL 0.0 *Rep Stress Incr NO WB 0.42 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 6-7 >999 240 Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2722/0-5-8, (min. 0-1-8), 6=4681/0-5-8, (min. 0-2-8) Max Horiz 2=70 (LC 12) Max Uplift 2=-583 (LC 8), 6=-956 (LC 9) 29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5981/1255, 3-4=-5755/1198, 4-5=-8355/1740, 5-6=-8658/1814 BOT CHORD 2-8=-1165/5431, 7-8=-1096/5470, 7-9=-1640/7955, 9-10=-1640/7955, 6-10=-1640/7955 WEBS 4-7=-1261/6001, 5-7=-370/156, 4-8=-668/155 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 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 956 lb uplift at joint 6 and 583 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 8-1-8 from the left end to connect truss(es) A15 (2 ply 2x4 DF or DF-N) to front face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 12-0-12 to connect truss(es) A14 (1 ply 2x4 DF or DF-N), A13 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-6=-84, 2-6=-14 Concentrated Loads (lb) Vert: 7=-3409 (F), 9=-1272 (F), 10=-1272 (F) Job Truss Truss Type Qty Ply E03 1 222-044740T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:ZRLXyQmsSZCw?Epa3IbwdNzQlDh-O1aB37G?h01kA5kgVmH544SdyFcDeX1Z0SX0MYzQkb1 3.5412 =3x4 =1.5x4 =3x4 =3x6 =3x10 Special Special Special TJC37 TJC37 TJC37 Special Special Special TJC37 TJC37 TJC37 1 2 12 13 8 14 7 6 9 10 3 11 4 5 T1 W3 B1 W1 W2 1-7-13 -1-7-13 5-3-8 11-3-0 5-11-8 5-11-8 0-2-8 11-3-0 5-1-0 11-0-8 5-11-8 5-11-84-1-40-4-1 3-7-13Scale = 1:34.6 Plate Offsets (X, Y):[4:0-3-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.04 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.06 7-8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.60 Horz(CT)0.02 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.03 2-8 >999 240 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 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 (lb/size)2=785/0-7-6, (min. 0-1-8), 7=712/ Mechanical, (min. 0-1-8) Max Horiz 2=136 (LC 7) Max Uplift 2=-261 (LC 4), 7=-209 (LC 8) 30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1269/334, 9-10=-1140/341, 3-10=-1120/330, 4-7=-265/110 BOT CHORD 2-12=-369/1148, 12-13=-369/1148, 8-13=-369/1148, 8-14=-369/1148, 7-14=-369/1148 WEBS 3-8=0/287, 3-7=-1149/388 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 7 and 261 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-8-7 from the left end to 8-4-5 to connect truss(es) J1C (1 ply 2x4 DF or DF- N), J1B (1 ply 2x4 DF or DF-N), J1A (1 ply 2x4 DF or DF-N) to front face of bottom chord. 8)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-8-7 from the left end to 8-4-5 to connect truss(es) J1C (1 ply 2x4 DF or DF- N), J1B (1 ply 2x4 DF or DF-N), J1A (1 ply 2x4 DF or DF-N) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 25 lb up at 2-8-7, 15 lb down and 25 lb up at 2-8-7, 31 lb down and 67 lb up at 5-6-6, 31 lb down and 67 lb up at 5-6-6, and 101 lb down and 103 lb up at 8-4-5, and 101 lb down and 103 lb up at 8-4-5 on top chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-14, 2-6=-14 Concentrated Loads (lb) Vert: 10=-18, 11=-203, 13=-11, 14=-39 Job Truss Truss Type Qty Ply HA1 4 122-044740T Diagonal Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:UCP3OE7xz?Tl_nNy9HqhrXzQm0t-sD7aGTGdSK9bnFJs2UoKdI?j4f6eNxVjF6GZv_zQkb0 3.54 12 =2x6 =1.5x4 =3x4 =3x4 =1.5x4 Special Special TJC37 TJC37 Special Special TJC37 TJC37 1 2 10 8 7 6 9 3 4 5 T1 W3 B1 W2W1 1-7-13 -1-7-13 2-11-14 8-5-1 5-5-3 5-5-3 0-2-8 8-5-1 2-9-6 8-2-9 5-5-3 5-5-33-3-40-4-1 2-9-13Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.02 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.04 2-8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.15 Horz(CT)0.01 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Wind(LL)0.01 2-8 >999 240 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=587/0-7-6, (min. 0-1-8), 7=391/ Mechanical, (min. 0-1-8) Max Horiz 2=119 (LC 7) Max Uplift 2=-202 (LC 4), 7=-121 (LC 8) 31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-610/131, 3-9=-542/138 BOT CHORD 2-10=-159/517, 8-10=-159/517, 7-8=-159/517 WEBS 3-7=-600/197 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 7 and 202 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-8-7 from the left end to 5-6-6 to connect truss(es) J1C (1 ply 2x4 DF or DF- N), J1B (1 ply 2x4 DF or DF-N) to front face of bottom chord. 8)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-8-7 from the left end to connect truss(es) J1C (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 9)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 5-6-6 from the left end to connect truss(es) J1B (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 25 lb up at 2-8-7, 15 lb down and 25 lb up at 2-8-7, and 31 lb down and 67 lb up at 5-6-6, and 31 lb down and 67 lb up at 5-6-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-14, 2-6=-14 Concentrated Loads (lb) Vert: 3=-18, 8=-11 Job Truss Truss Type Qty Ply HE1 2 122-044740T Diagonal Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:MuXtyMLo1LPqIxTfPrggF1zQm1t-sD7aGTGdSK9bnFJs2UoKdI?s8f8gN2XjF6GZv_zQkb0 1312 =3x4 =6x8 =3x4 =6x8 =3x4 1 27 26 25 24 23 22 21 20 19 18 17 16 15 14 2 13 3 12 4 11567288910 T1 T2 T1 B1 B2 ST1 ST2 ST3 ST4 ST4 ST4 ST1 ST2 ST3ST4ST4ST4 0-3-3 24-10-0 5-7-15 24-6-14 5-11-1 5-11-1 12-11-14 18-10-15 24-10-06-5-40-0-46-1-9Scale = 1:44.2 Plate Offsets (X, Y):[4:0-2-9,Edge], [11:0-2-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 14 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. 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 24-10-0. (lb) -Max Horiz 1=163 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 14, 18, 19, 20, 21, 22, 24, 25 except 15=-147 (LC 11), 16=-150 (LC 11), 26=-150 (LC 10), 27=-147 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 14, 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27 32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-4-0 to 3-4-0, Exterior(2R) 3-4-0 to 10-0-0, Interior (1) 10-0-0 to 14-8-5, Exterior(2R) 14-8-5 to 21-6-8, Exterior(2E) 21-6-8 to 24-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 25, 24, 22, 21, 18, 19, 20 except (jt=lb) 27=146, 26=150, 15=147, 16=149. 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 HF-A1 1 122-044740T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:VlO7mh0KCU0yGoHVGP05AGzQkj5-KPhyTpHFDeHSPPt2cBJZ9VY5K3W66V6sTm07RQzQkb? 1312 =3x4 =3x4 =3x4 1 15 14 13 12 11 10 9 82 73 64 5 T1 T1 B1 ST1 ST2 ST3 ST1 ST2 ST3 0-3-3 12-10-0 6-1-14 12-6-14 6-5-0 6-5-0 12-10-06-11-110-0-46-8-0Scale = 1:37 Plate Offsets (X, Y):[5:Edge,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-10-0. (lb) -Max Horiz 1=-177 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 12, 13 except 10=-145 (LC 11), 11=-158 (LC 11), 14=-157 (LC 10), 15=-145 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 10, 11, 12, 13, 14, 15 33 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-0 to 3-4-0, Corner(3R) 3-4-0 to 9-6-8, Corner(3E) 9-6-8 to 12-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13, 12 except (jt=lb) 15=145, 14=156, 10=144, 11=157. 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 HF-A2 1 122-044740T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:sXnIWrhS0h4?_PZFY91DR4zQkiD-KPhyTpHFDeHSPPt2cBJZ9VY403W66WusTm07RQzQkb? 1312 =3x4 =3x4 =5x6 =2x4 1 15 14 13 12 11 10 9 2 3 6 7 8 4 5 T1 T2 T3 W1 B1 ST1 ST2 ST3 ST4 ST5 1-5-15 7-10-15 4-5-7 12-4-6 6-5-0 6-5-0 12-4-66-11-110-0-4 5-4-41-7-7Scale = 1:34.4 Plate Offsets (X, Y):[5:Edge,0-3-0], [6:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-4-6. (lb) -Max Horiz 1=244 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 11 except 1=-121 (LC 8), 12=-136 (LC 9), 13=-174 (LC 10), 14=-135 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 11, 13, 14 except 10=260 (LC 26), 12=288 (LC 17) 34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/204 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-0 to 3-4-0, Corner(3R) 3-4-0 to 6-5-4, Corner(3E) 6-5-4 to 7-11-3, Exterior(2N) 7-11-3 to 9-2-14, Corner(3E) 9-2-14 to 12-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11, 10 except (jt=lb) 1=121, 14=134, 13=174, 12=135. 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 HF-A3 1 122-044740T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:lffxBGmH31IN94tMGM75YrzQkgq-KPhyTpHFDeHSPPt2cBJZ9VY_S3VK6VxsTm07RQzQkb? 1312 =3x4 =3x4 =6x8 =2x4 =2x4 1 21 20 19 18 17 16 15 14 13 12 11 2 3 4 5 6 7 8 9 10 T1 T2 W1 B1 B2 ST1 ST2 ST3 ST4 ST4 ST4 ST4 ST4 5-11-1 5-11-1 12-5-5 18-4-6 18-4-66-5-40-0-4 6-5-4Scale = 1:34.7 Plate Offsets (X, Y):[4:0-2-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 11 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-10. 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 18-4-6. (lb) -Max Horiz 1=245 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 11, 12, 13, 14, 15, 16 except 17=-108 (LC 7), 18=-161 (LC 10), 20=-137 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 11, 13, 14, 15, 16, 17, 20 except 12=259 (LC 2), 18=262 (LC 17) 35 35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/175 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-4-0 to 3-4-0, Corner(3R) 3-4-0 to 8-11-5, Exterior(2N) 8-11-5 to 15-2-14, Corner(3E) 15-2-14 to 18-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) 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)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)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, with BCDL = 7.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 16, 15, 14, 13, 12 except (jt=lb) 20=137, 18=161, 17=107. 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 HF-A4 1 122-044740T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:oBQTVLwNYWTJmKWv9fshi4zQkhw-KPhyTpHFDeHSPPt2cBJZ9VYxr3V26VwsTm07RQzQkb? 5 12 =2x4 =4x5 =3x4 =3x4 =1.5x4 1 2 6 5 7 8 9 4 3 T1 T2 W3 B1 W1 W2 1-2-0 -1-2-0 1-0-0 8-0-0 7-0-0 7-0-0 1-0-0 8-0-0 7-0-0 7-0-03-8-100-4-1 3-3-1Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.06 2-6 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.10 2-6 >958 240 BCLL 0.0 *Rep Stress Incr YES WB 0.16 Horz(CT)0.00 5 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Wind(LL)0.00 2-6 >999 240 Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=123 (LC 7) Max Uplift 2=-119 (LC 10), 5=-71 (LC 10) 36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-429/122 WEBS 4-6=-67/364 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 2-9-1, Exterior(2R) 2-9-1 to 7-0-0, Exterior(2E) 7-0-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 2 and 71 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 J02 3 122-044740T Jack-Closed Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:rpTUAsbyrFXTPZ2_WVMiKPzQlGV-O1aB37G?h01kA5kgVmH544SaqFnceb7Z0SX0MYzQkb1 5 12 =2x4 =1.5x4 =3x4 =1.5x4 1 2 5 6 7 3 8 4 T1 W2 B1 W1 1-2-0 -1-2-0 3-8-10 8-0-0 4-3-6 4-3-6 8-0-04-1-100-4-1 3-8-1Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.18 2-5 >516 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.30 2-5 >303 240 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.00 5 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=154 (LC 7) Max Uplift 2=-117 (LC 10), 5=-82 (LC 10) 37 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-496/210, 6-7=-433/220, 3-7=-376/222 BOT CHORD 2-5=-208/395 WEBS 3-5=-435/302 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 3-7-5, Exterior(2R) 3-7-5 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 5 and 117 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1 27 122-044740T Jack-Closed Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:BEJsWzpZdWkDP1X0GuM7xYzQm2a-sD7aGTGdSK9bnFJs2UoKdI?svf4vN2djF6GZv_zQkb0 5 12 =2x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 5-10-15 5-10-15 5-10-153-3-30-4-1 2-9-10Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.09 2-4 >758 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=413/0-5-8, (min. 0-1-8), 3=220/ Mechanical, (min. 0-1-8), 4=39/ Mechanical, (min. 0-1-8) Max Horiz 2=117 (LC 10) Max Uplift 2=-89 (LC 10), 3=-108 (LC 10) Max Grav 2=413 (LC 1), 3=220 (LC 1), 4=96 (LC 3) 38 38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 89 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1A 8 122-044740T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:MLU0qkxT2u7fDjt7Pi3itszQm2P-sD7aGTGdSK9bnFJs2UoKdI?p1f73N4tjF6GZv_zQkb0 5 12 =2x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 3-10-15 3-10-15 3-10-152-5-30-4-1 1-11-10Scale = 1:19.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=324/0-5-8, (min. 0-1-8), 3=128/ Mechanical, (min. 0-1-8), 4=25/ Mechanical, (min. 0-1-8) Max Horiz 2=83 (LC 10) Max Uplift 2=-76 (LC 10), 3=-65 (LC 10) Max Grav 2=324 (LC 1), 3=128 (LC 1), 4=62 (LC 3) 39 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 76 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1B 12 122-044740T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:BVrH4n0EdktpxeLHmzA677zQm2J-sD7aGTGdSK9bnFJs2UoKdI?u0f95N4tjF6GZv_zQkb0 5 12 =2x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 1-10-15 1-10-15 1-10-151-7-30-4-1 1-1-10 Scale = 1:18.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=234/0-5-8, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=50 (LC 10) Max Uplift 2=-68 (LC 6), 3=-24 (LC 10) Max Grav 2=234 (LC 1), 3=41 (LC 1), 4=32 (LC 3) 40 40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 3 and 68 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1C 12 122-044740T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:UrmxYA5d_ulpHjNdgxolvczQm2C-sD7aGTGdSK9bnFJs2UoKdI?vyfA1N4tjF6GZv_zQkb0 5 12 =2x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 6-0-0 6-0-0 6-0-03-3-100-4-1 2-10-1Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.06 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.09 2-4 >721 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 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=417/0-5-8, (min. 0-1-8), 3=224/ Mechanical, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=119 (LC 10) Max Uplift 2=-90 (LC 10), 3=-109 (LC 10) Max Grav 2=417 (LC 1), 3=224 (LC 1), 4=97 (LC 3) 41 41FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3 and 90 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1D 2 122-044740T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 16:07:58 Page: 1 ID:I?7CpDAOZkWz?eqn1Bv98tzQm26-sD7aGTGdSK9bnFJs2UoKdI?pif7vN4tjF6GZv_zQkb0