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HomeMy WebLinkAboutTRUSS SPECS - 19-00749 - 722 S 2470 W - Summerfield Clubhouse512 4x5 1.5x4 3x4 3x4 3x4 5x6 3x4 3x4 1.5x4 4x5 1 9 2 12 11 10 81613 3 7 64 1514 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 2-0-0 32-0-0 2-0-0 -2-0-0 7-2-2 22-2-2 7-2-2 15-0-0 7-9-14 30-0-0 7-9-14 7-9-14 9-6-13 19-9-6 10-2-10 30-0-0 10-2-10 10-2-10 7 -4 -13 0-4-1 6 -7 -1 Scale = 1:58.8 Plate Offsets (X, Y):[2:0-1-10,Edge], [8:0-1-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.20 10-12 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.38 2-12 >943 180 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.10 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=1470/0-3-8, (min. 0-1-12), 8=1470/0-3-8, (min. 0-1-12) Max Uplift 2=-551 (LC 5), 8=-551 (LC 5) Max Grav 2=1641 (LC 2), 8=1641 (LC 2) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2931/803, 3-13=-2818/803, 3-4=-2523/747, 4-14=-2392/747, 5-14=-2385/747, 5-15=-2385/747, 6-15=-2392/747, 6-7=-2523/747, 7-16=-2818/803, 8-16=-2931/803 BOT CHORD 2-12=-644/2590, 11-12=-375/1712, 10-11=-375/1712, 8-10=-644/2590 WEBS 5-10=-221/818, 7-10=-629/223, 5-12=-221/818, 3-12=-629/223 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 12-0-0, Exterior (2) 12-0-0 to 18-0-0, Interior (1) 18-0-0 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 2 and 551 lb uplift at joint 8. 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A1 6 120-021438T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:54 Page: 1 ID:bB5nEZqKRbJGWXHDC_vTNgzmYGb-gU5li7AUlJ6HOKVzEah2jHGYBAsaFdYFbp_tGczmWHd 512 4x5 4x5 3x4 3x8 2x4 6x8 3x8 1.5x4 3x6 2x4 3x8 3x4 4x5 4x5 Special Special Special Special Special Special Special Special Special Special THJA26 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 THJA26 101 2 16 28 2915 30 14 13 31 32 1233 34 11 917272618 4 21 22 5 6 7232024 2519 83 T1 T2 T3 T1 B1 B2 W1 W2 W3 W4 W3 W4 W3 W2 W1 2-0-0 32-0-0 2-0-0 -2-0-0 4-5-2 19-5-2 4-5-2 15-0-0 4-6-14 24-0-0 4-6-14 10-6-14 6-0-0 30-0-0 6-0-0 6-0-0 4-5-2 19-5-2 4-5-2 15-0-0 4-8-10 24-1-12 4-8-10 10-6-14 5-10-4 30-0-0 5-10-4 5-10-4 3 -7 -13 0-4-1 0-1-10 2 -8 -7 2 -8 -7 0 -1 -10 2 -10 -1 Scale = 1:60 Plate Offsets (X, Y):[2:0-3-5,0-0-6], [9:0-3-5,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL)-0.33 13 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.38 Vert(CT)-0.47 13 >757 180 TCDL 7.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 302 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-10-12 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=2283/0-3-8, (min. 0-1-8), 9=2283/0-3-8, (min. 0-1-8) Max Uplift 2=-524 (LC 5), 9=-524 (LC 5) Max Grav 2=2532 (LC 2), 9=2533 (LC 2) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-5467/720, 17-18=-5416/720, 3-18=-5365/720, 3-19=-4886/696, 19-20=-4887/696, 4-20=-4892/697, 4-21=-8024/1131, 21-22=-8024/1131, 5-22=-8024/1131, 5-23=-8024/1131, 6-23=-8024/1131, 6-7=-8024/1131, 7-24=-4893/698, 24-25=-4888/697, 8-25=-4887/697, 8-26=-5366/721, 26-27=-5417/721, 9-27=-5468/721 BOT CHORD 2-16=-568/4968, 16-28=-917/7399, 28-29=-917/7399, 15-29=-917/7399, 15-30=-917/7399, 14-30=-917/7399, 13-14=-917/7399, 13-31=-918/7400, 31-32=-918/7400, 12-32=-918/7400, 12-33=-918/7400, 33-34=-918/7400, 11-34=-918/7400, 9-11=-568/4969 WEBS 3-16=-103/1337, 4-16=-2801/396, 4-13=-91/706, 5-13=-600/183, 7-13=-89/705, 7-11=-2802/397, 8-11=-103/1337 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)This truss has been checked for uniform roof live load only, except as noted. 4)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1)0-11-5 to 1-9-1, Exterior (2) 1-9-1 to 10-2-15, Interior (1) 10-2-15 to 19-9-1, Exterior (2) 19-9-1 to 28-2-15, Interior (1) 28-2-15 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11;Lumber DOL=1.60 plate grip DOL=1.00 5)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 6)This truss has been checked for uniform snow load only, except as noted. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 8)Provide adequate drainage to prevent water ponding. 9)LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not considerlateral forces. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 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 THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), K1HJ (1 ply 2x4 DF or DF-N) to front face of bottom chord. Job Truss Truss Type Qty Ply A1GD 2 220-021438T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:55 Page: 1 ID:XZCXfFrbzDZ_lrRbJPxxS5zmYGZ-8hf7vTA6WdE80U39oICHFVpoKaFC_2TOqTkRo3zmWHc Continued on page 2 13)Use Simpson Strong-Tie TJC37 (4 nail, 90-90) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 21-11-4 to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 14)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 23-11-10 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), K1HJ (1 ply 2x4 DF or DF-N) to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)LGT2 Hurricane ties must have two studs in line below the truss. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 lb down and 105 lb up at 6-0-0, 117 lb down and 83 lb up at 8-0-12, 117 lb down and 83 lb up at 10-0-12, 117 lb down and 83 lb up at 12-0-12, 117 lb down and 83 lb up at 14-0-12, 117 lb down and 83 lb up at 15-11-4, 117 lb down and 83 lbup at 17-11-4, 117 lb down and 83 lb up at 19-11-4, and 117 lb down and 83 lb up at 21-11-4, and 297 lb down and 105 lb up at 24-0-0 on top chord. The design/selection ofsuch connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-3=-74, 3-8=-74, 8-10=-74, 2-9=-14 Concentrated Loads (lb) Vert: 3=-270 (F), 6=-103 (F), 14=-26 (F), 16=-26 (F), 11=-26 (F), 8=-270 (F), 19=-103 (F), 20=-103 (F), 21=-103 (F), 22=-103 (F), 23=-103 (F), 24=-103 (F), 25=-103 (F), 28=-26 (F), 29=-26 (F), 30=-26 (F), 31=-26 (F), 32=-26 (F), 33=-26 (F), 34=-26 (F) Job Truss Truss Type Qty Ply A1GD 2 220-021438T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:55 Page: 2 ID:XZCXfFrbzDZ_lrRbJPxxS5zmYGZ-8hf7vTA6WdE80U39oICHFVpoKaFC_2TOqTkRo3zmWHc 512 4x5 1.5x4 3x4 3x4 3x4 5x8 4x5 3x8 6x8 3x4 3x4 1.5x4 4x5 101 2 15 1413 12 11 91916 3 8741718 5 6 T2 T1 T3 T2 T1 B1 B2 W1 W2 W3W4 W3 W2 W1 2-0-0 16-0-0 2-0-0 -2-0-0 2-0-0 32-0-0 6-8-2 22-8-2 6-8-2 14-0-0 7-3-14 7-3-14 7-3-14 30-0-0 1-8-8 15-10-4 6-9-14 22-8-2 6-9-14 14-1-12 7-3-14 30-0-0 7-3-14 7-3-14 6 -11 -13 0-4-1 0-1-10 6 -0 -7 6 -0 -7 0 -1 -10 6 -2 -1 Scale = 1:60.1 Plate Offsets (X, Y):[2:0-1-10,Edge], [5:0-2-4,0-3-4], [6:0-4-2,Edge], [9:0-1-10,Edge], [13:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.19 14-15 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.45 Vert(CT)-0.29 14-15 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.11 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 140 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 *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except 2-0-0 oc purlins (4-9-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing, Except:10-0-0 oc bracing: 12-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1470/0-3-8, (min. 0-1-12), 9=1470/0-3-8, (min. 0-1-12) Max Uplift 2=-572 (LC 5), 9=-572 (LC 5) Max Grav 2=1641 (LC 2), 9=1641 (LC 2) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2987/860, 3-16=-2876/860, 3-4=-2103/677, 4-17=-2024/676, 5-17=-1979/676, 5-6=-1847/673, 6-18=-1982/677, 7-18=-2026/677, 7-8=-2105/677, 8-19=-2874/859, 9-19=-2986/859 BOT CHORD 2-15=-698/2642, 14-15=-698/2642, 13-14=-453/1844, 12-13=-453/1844, 11-12=-698/2641, 9-11=-698/2641 WEBS 3-14=-887/273, 5-14=-113/416, 6-12=-114/420, 8-12=-883/272 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 9-9-1, Exterior (2) 9-9-1 to 20-2-15, Interior (1) 20-2-15 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 lb uplift at joint 2 and 572 lb uplift at joint 9. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 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 A2 2 120-021438T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:55 Page: 1 ID:7_XP1DpigIBPuOi0eGOEqTzmYGc-8hf7vTA6WdE80U39oICHFVpkfaD2_zhOqTkRo3zmWHc 512 4x5 1.5x4 3x4 3x4 6x8 3x6 4x5 3x8 3x4 1.5x4 4x5 1 8 2 13 12 11 10 9 71417 3 6 15 16 4 5 T1 T2 T1 B1 B2 W1 W2 W3 W4 W3 W2 W1 2-0-0 -2-0-0 2-0-0 32-0-0 6-0-0 18-0-0 5-8-2 23-8-2 5-8-2 12-0-0 6-3-14 6-3-14 6-3-14 30-0-0 5-6-6 23-8-2 5-6-6 11-10-4 6-3-8 18-1-12 6-3-14 6-3-14 6-3-14 30-0-0 6 -1 -13 0-4-1 0-1-10 5 -2 -7 5 -2 -7 0 -1 -10 5 -4 -1 Scale = 1:59.9 Plate Offsets (X, Y):[2:0-1-14,Edge], [4:0-4-2,Edge], [7:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL)-0.19 10-12 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.42 Vert(CT)-0.29 10-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.11 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 135 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 *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 3-6-10 oc purlins, except 2-0-0 oc purlins (3-10-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-9-7 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=1470/0-3-8, (min. 0-1-12), 7=1470/0-3-8, (min. 0-1-12) Max Uplift 2=-588 (LC 5), 7=-588 (LC 5) Max Grav 2=1641 (LC 2), 7=1641 (LC 2) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-3031/908, 3-14=-2931/908, 3-15=-2354/775, 4-15=-2258/775, 4-5=-2081/755, 5-16=-2258/775, 6-16=-2354/775, 6-17=-2930/908, 7-17=-3031/908 BOT CHORD 2-13=-745/2690, 12-13=-745/2690, 11-12=-557/2081, 10-11=-557/2081, 9-10=-745/2690, 7-9=-745/2690 WEBS 3-12=-665/206, 4-12=-93/376, 5-10=-93/376, 6-10=-664/206 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 7-9-1, Exterior (2) 7-9-1 to 22-2-15, Interior (1) 22-2-15 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint 2 and 588 lb uplift at joint 7. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 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 A3 2 120-021438T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:55 Page: 1 ID:7_XP1DpigIBPuOi0eGOEqTzmYGc-8hf7vTA6WdE80U39oICHFVpk?aEa_1AOqTkRo3zmWHc 512 4x5 1.5x4 3x8 4x5 5x6 3x4 4x5 3x8 1.5x4 4x5 1 9 2 12 11 10 81318 3 71714 515 164 6 T1 T2 T1 B1 B2 W1 W2 W3 W3 W2 W1 2-0-0 32-0-0 2-0-0 -2-0-0 5-0-0 20-0-0 5-0-0 15-0-0 4-8-2 24-8-2 4-8-2 10-0-0 5-3-14 5-3-14 5-3-14 30-0-0 9-10-4 30-0-0 9-10-4 9-10-4 10-3-8 20-1-12 5 -3 -13 0-4-1 0-1-10 4 -4 -7 4 -4 -7 0 -1 -10 4 -6 -1 Scale = 1:59.9 Plate Offsets (X, Y):[2:0-1-14,Edge], [8:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.23 10-12 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.49 Vert(CT)-0.39 10-12 >919 180 TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.11 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 131 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except 2-0-0 oc purlins (4-2-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-6-12 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=1470/0-3-8, (min. 0-1-12), 8=1470/0-3-8, (min. 0-1-12) Max Uplift 2=-600 (LC 5), 8=-600 (LC 5) Max Grav 2=1641 (LC 2), 8=1641 (LC 2) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3047/956, 3-13=-2962/956, 3-14=-2590/846, 4-14=-2510/846, 4-15=-2306/813, 5-15=-2309/813, 5-16=-2309/813, 6-16=-2306/813, 6-17=-2510/846, 7-17=-2590/846, 7-18=-2962/956, 8-18=-3047/956 BOT CHORD 2-12=-791/2716, 11-12=-759/2633, 10-11=-759/2633, 8-10=-791/2716 WEBS 3-12=-428/162, 4-12=-161/586, 5-12=-417/155, 5-10=-417/155, 6-10=-161/586, 7-10=-428/162 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 5-9-1, Exterior (2) 5-9-1 to 14-2-15, Interior (1) 14-2-15 to 15-9-1, Exterior (2) 15-9-1 to 24-2-15, Interior (1) 24-2-15 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 2 and 600 lb uplift at joint 8. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 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 A4 2 120-021438T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:55 Page: 1 ID:7_XP1DpigIBPuOi0eGOEqTzmYGc-8hf7vTA6WdE80U39oICHFVplPaDV_20OqTkRo3zmWHc 512 4x5 1.5x4 3x4 6x8 4x5 4x8 1.5x4 4x5 6x8 3x4 1.5x4 4x5 91 2 14 13 12 11 10 81520 191673 5 1817 64 T1 T2 T1 B1 B1B2 W2 W3 W4 W3 W2 W1 W1 2-0-0 -2-0-0 2-0-0 32-0-0 3-8-0 25-8-0 3-8-0 8-0-0 4-4-0 4-4-0 4-4-0 30-0-0 7-0-0 22-0-0 7-0-0 15-0-0 7-1-12 22-1-12 7-1-12 15-0-0 7-10-4 30-0-0 7-10-4 7-10-4 4 -5 -13 0-4-1 0-1-10 3 -6 -7 3 -6 -7 0 -1 -10 3 -8 -1 Scale = 1:59.9 Plate Offsets (X, Y):[2:0-1-14,Edge], [4:0-4-2,Edge], [6:0-4-2,Edge], [8:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL)-0.29 12 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.42 Vert(CT)-0.40 10-12 >885 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.11 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 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 *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 3-8-5 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-6-12 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=1470/0-3-8, (min. 0-1-12), 8=1470/0-3-8, (min. 0-1-12) Max Uplift 2=-605 (LC 5), 8=-605 (LC 5) Max Grav 2=1641 (LC 2), 8=1641 (LC 2) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-3067/958, 15-16=-2986/958, 3-16=-2932/958, 3-4=-2795/901, 4-17=-3409/1145, 5-17=-3412/1145, 5-18=-3412/1145, 6-18=-3409/1145, 6-7=-2795/901, 7-19=-2932/958, 19-20=-2986/958, 8-20=-3067/958 BOT CHORD 2-14=-791/2733, 13-14=-713/2538, 12-13=-713/2538, 11-12=-713/2538, 10-11=-713/2538, 8-10=-791/2733 WEBS 4-12=-308/963, 5-12=-729/260, 6-12=-308/963 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 3-9-1, Exterior (2) 3-9-1 to 12-2-15, Interior (1) 12-2-15 to 17-9-1, Exterior (2) 17-9-1 to 26-2-15, Interior (1) 26-2-15 to 29-0-11, Exterior (2) 29-0-11 to 32-0-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 8. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 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 A5 2 120-021438T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:bB5nEZqKRbJGWXHDC_vTNgzmYGb-ctDV7oBkHwM?eeeLL?jWoiLqu_aojXNX37T_KVzmWHb 1312 3x4 5x6 4x5 3x4 1 16 15 14 13 12 11 10 9 2 82017 3 7 18 19 4 6 5 T1 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 0-3-3 17-10-3 8-7-15 17-7-1 8-11-2 8-11-2 17-10-3 9 -8 -4 0-0-4 9 -4 -10 Scale = 1:48.6 Plate Offsets (X, Y):[16:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud *Except* ST4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 17-10-3. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 13 except 10=-186 (LC 5), 11=-115 (LC 5), 12=-138 (LC 5), 14=-139 (LC 5), 15=-114 (LC 5), 16=-181 (LC 5) Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 11, 13, 15 except 10=338 (LC 9), 12=257 (LC 9), 14=257 (LC 9), 16=330 (LC 9) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-16=-277/171, 8-10=-284/175 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) 0-4-0 to 3-4-0, Interior (1) 3-4-0 to5-11-5, Exterior (2) 5-11-5 to 11-11-5, Interior (1) 11-11-5 to 14-6-11, Exterior (2) 14-6-11 to 17-6-11; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13 except (jt=lb) 14=138, 15=114, 16=181, 12=138,11=114, 10=186. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply HF 2 120-021438T Lay-In Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:7yRf?VePJMYEQZmUica_Q4zmXdW-ctDV7oBkHwM?eeeLL?jWoiL0J_gsjX9X37T_KVzmWHb 512 2x4 1 2 4 5 6 3 T1 B1 2-0-0 -2-0-0 6-0-0 6-0-0 6-0-0 3 -7 -13 0-4-1 2 -10 -1 Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)n/a -n/a 999 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.12 Vert(CT)-0.04 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=454/0-5-8, (min. 0-1-8), 3=177/ Mechanical, (min. 0-1-8),4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=163 (LC 5) Max Uplift 2=-262 (LC 5), 3=-132 (LC 5) Max Grav 2=510 (LC 2), 3=209 (LC 10), 4=40 (LC 1) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -2-0-11 to 0-11-5, Interior (1) 0-11-5 to 1-8-5, Exterior (2) 1-8-5 to 5-11-4; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B;Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3. 8)H1 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1 20 120-021438T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:bB5nEZqKRbJGWXHDC_vTNgzmYGb-ctDV7oBkHwM?eeeLL?jWoiLwZ_fPjaIX37T_KVzmWHb 512 2x4 1 2 4 3 T1 B1 2-0-0 -2-0-0 3-11-11 3-11-11 3-11-11 2 -9 -11 0-4-1 1 -11 -15 Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL)n/a -n/a 999 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.05 Vert(CT)-0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=384/0-5-8, (min. 0-1-8), 3=84/ Mechanical, (min. 0-1-8),4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=130 (LC 5) Max Uplift 2=-251 (LC 5), 3=-69 (LC 7) Max Grav 2=453 (LC 7), 3=113 (LC 10), 4=26 (LC 1) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B;Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 3. 8)H1 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1B 8 120-021438T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:bB5nEZqKRbJGWXHDC_vTNgzmYGb-ctDV7oBkHwM?eeeLL?jWoiLv5_gbjaIX37T_KVzmWHb 512 2x4 1 2 4 3 T1 B1 1-11-11 1-11-11 2-0-0 -2-0-0 1-11-11 1 -11 -11 0-4-1 1-1-15 Scale = 1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)n/a -n/a 999 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.01 Vert(CT)0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 9 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 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=325/0-5-8, (min. 0-1-8), 3=-14/ Mechanical, (min. 0-1-8),4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=90 (LC 5) Max Uplift 2=-237 (LC 5), 3=-141 (LC 7) Max Grav 2=463 (LC 7), 3=35 (LC 6), 4=13 (LC 1) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B;Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 3. 8)H1 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1C 8 120-021438T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:bB5nEZqKRbJGWXHDC_vTNgzmYGb-ctDV7oBkHwM?eeeLL?jWoiLxq_g9jaIX37T_KVzmWHb 3.5412 2x4 1.5x4 3x4 3x4 1.5x4 NAILED NAILED TJC37 TJC37 NAILED NAILED TJC37 TJC37 1 2 12 8 7 613 9 10 3 11 4 5 T1 W3 B1 W1 W2 2-9-15 -2-9-15 3-11-0 8-5-1 4-6-1 4-6-1 3-11-0 8-5-1 4-6-1 4-6-1 3 -7 -7 0-4-1 2 -9 -13 Scale = 1:30.3 Loading (psf)Spacing 1-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)-0.01 8 >999 240 MT20 220/195 Snow (Pf)30.0 Lumber DOL 1.25 BC 0.08 Vert(CT)-0.02 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 37 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=333/0-6-11, (min. 0-1-8), 7=219/ Mechanical, (min. 0-1-8) Max Horiz 2=93 (LC 5) Max Uplift 2=-221 (LC 5), 7=-24 (LC 5) Max Grav 2=374 (LC 2), 7=235 (LC 2) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-403/15, 9-10=-403/17, 3-10=-369/16 BOT CHORD 2-12=-44/353, 8-12=-44/353, 8-13=-44/353, 7-13=-44/353 WEBS 3-7=-376/46 NOTES 1)This truss has been checked for uniform roof live load only, except as noted. 2)Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=95mph; TCDL=0.0psf; BCDL=0.0psf; h=0ft; Cat. II; Exp B; Enclosed; C-C Corner (3) -2-10-7 to 1-4-8, Exterior (2) 1-4-8 to 8-5-1; Lumber DOL=1.60 plate grip DOL=1.00 3)TCLL: ASCE 7-10; Pr=35.0 psf (roof live load: Lumber DOL=1.25 Plate DOL=1.00); Pf=30.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct=1.10 4)This truss has been checked for uniform snow load only, except as noted. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 7 and 221 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 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. 10)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) J1C (1 ply 2x4 DF or DF- N), J1B (1 ply 2x4 DF or DF-N) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber.12)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-4=-37, 4-5=-37, 2-6=-7 Concentrated Loads (lb) Vert: 10=25 (F=13, B=13), 11=-63 (F=-31, B=-31), 12=-7 (F=-4, B=-4), 13=-32 (F=-16, B=-16) Job Truss Truss Type Qty Ply K1HJ 4 120-021438T Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Mon Feb 10 13:24:56 Page: 1 ID:3Ne9RvryCvR77hsPmhQiwuzmYGa-ctDV7oBkHwM?eeeLL?jWoiLvY_f2jZeX37T_KVzmWHb