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HomeMy WebLinkAboutML 1 Roof Truss Profiles612 5x6 2x4 6x8 4x8 5x6 3x4 4x8 6x8 2x4 3x10 1 2 18 19 20 21 11 10 22 23 24 9 25 26 27 28 8 12 17 3 7 4 13 14 5 15 16 6 T1 T2 T3 B1 B2 W1 W2 W2 W1 W3 W3 25-4-8 0-0-14 16-3-3 0-0-14 9-3-11 1-2-0 -1-2-0 3-5-5 12-9-0 3-5-5 16-2-5 4-6-1 20-9-3 4-6-1 9-2-13 4-7-5 25-4-8 4-8-13 4-8-13 7-9-2 16-7-9 8-8-15 25-4-8 8-10-7 8-10-7 5-6-5 0-4-5 0-5-1 0-3-8 4-8-4 4-8-4 0-3-8 4-11 -12 Scale = 1:50.4 Plate Offsets (X, Y):[2:0-3-0,0-2-9], [6:0-3-8,0-1-8], [8:0-10-4,0-0-15], [9:0-4-0,0-4-4], [11:0-4-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.28 8-9 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.47 8-9 >637 180 BCLL 0.0 *Rep Stress Incr NO WB 0.41 Horz(CT)0.08 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 121 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 *Except* B2:2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD REACTIONS 1FORCES TOP CHORD BOT CHORD NOTES 2) 5) 9) LOAD CASE(S) Job Truss Truss Type Qty Ply A01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:FhENlk1e0v?b9KS6kkbBiXzjY6C-Dsk67oxAVeEXyDpEo8uTR8K4AsLmCK7Hu?hLDszjY2S Continued on page 1 Uniform Loads (lb/ft) Vert: 1-4=-64, 4-6=-64, 6-8=-64, 2-8=-20 Concentrated Loads (lb) Vert: 4=-511, 10=-88 (B), 13=-226, 14=-162, 15=-162, 16=-226, 18=-57 (B), 19=-57 (B), 20=-57 (B), 21=-57 (B), 22=-88 (B), 23=-88 (B), 24=-88 (B), 25=-229 (B), 26=-294 (B), 27=-294 (B), 28=-294 (B) Job Truss Truss Type Qty Ply A01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 2 ID:FhENlk1e0v?b9KS6kkbBiXzjY6C-Dsk67oxAVeEXyDpEo8uTR8K4AsLmCK7Hu?hLDszjY2S 612 3x6 2x4 3x4 4x5 3x6 4x5 3x4 2x4 3x4 1 2 10 16 9 17 8 7 11 15 3 61214 134 5 T1 T2 T3 B1 B2 W1 W2 W1 W2 25-4-8 0-0-14 11-7-11 0-0-14 13-11-3 1-2-0 -1-2-0 2-2-10 13-10-5 4-11-14 18-11-1 4-11-14 11-6-13 6-5-7 25-4-8 6-6-15 6-6-15 8-2-12 16-10-6 8-6-2 25-4-8 8-7-10 8-7-10 6-8-5 0-4-5 0-5-1 0-3-8 5-10 -4 5-10 -4 0-3-8 6-1-12 Scale = 1:50.5 Plate Offsets (X, Y):[4:0-2-0,0-2-0], [5:0-2-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.25 7-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.42 7-8 >723 180 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.07 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 87 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD REACTIONS 3FORCES TOP CHORD NOTES 2) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply A02 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:0mmFZ5X_7oHdBngBCZL1PNzjY5Y-h2IUK8ypGyMOZNNRMsPizLtMAGjzxrcR7eRulJzjY2R 612 3x6 2x4 3x4 3x6 4x5 3x4 2x4 3x6 1 7 2 10 159 16 8 6 1411 3 5 1312 4 T1 T1 B1 B2 W2 W1 W2 W1 25-6-0 1-2-0 -1-2-0 1-2-0 26-8-0 6-2-1 18-11-1 6-2-1 12-9-0 6-6-15 25-6-0 6-6-15 6-6-15 8-2-12 16-10-6 8-7-10 8-7-10 8-7-10 25-6-0 7-3-7 0-4-5 6-8-13 Scale = 1:51.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.19 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.31 2-10 >963 180 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 92 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 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=1141/0-5-8, (min. 0-1-15), 6=1141/0-5-8, (min. 0-1-15) Max Horiz 2=79 (LC 16) Max Uplift 2=-49 (LC 12), 6=-49 (LC 13) Max Grav 2=1179 (LC 2), 6=1179 (LC 2) 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD NOTES 2) 4) LOAD CASE(S) Job Truss Truss Type Qty Ply A03 7 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:TpMwsBQhBGJITI49ApZDxqzqnsz-Dsk67oxAVeEXyDpEo8uTR8KCVsORCOEHu?hLDszjY2S 612 M18AHS 5x12 2x4 3x4 7x8 4x5 M18AHS 5x12 5x6 10x16 4x5 8x12 2x4 4x8 1 2 1819 13 20 12 21 11 22 2310 24 25 26 9 27 28 29 8 14 17 73 64 1615 5 T1 T2 B1 B2 W3 W2 W4 W5 W4 W3 W6W1 25-6-0 1-0-0 -1-0-0 4-1-6 8-7-10 4-1-6 20-11-12 4-1-6 16-10-6 4-1-6 12-9-0 4-6-4 25-6-0 4-6-4 4-6-4 2-10-6 6-6-15 3-8-9 3-8-9 6-2-1 18-11-1 6-2-1 12-9-0 6-6-15 25-6-0 7-2-7 0-4-5 6-8-13 Scale = 1:51.4 Plate Offsets (X, Y):[2:0-3-10,0-2-12], [3:0-1-12,0-1-8], [4:0-1-4,0-2-0], [6:0-1-4,0-2-0], [8:0-0-2,0-0-1], [9:0-6-0,0-4-12], [12:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.28 10-12 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.46 10-12 >652 180 M18AHS 169/162 BCLL 0.0 *Rep Stress Incr NO WB 0.80 Horz(CT)0.10 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 268 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=7733/0-5-8, (req. 0-6-11), 8=7468/0-5-8, (req. 0-6-8) Max Horiz 2=84 (LC 16) Max Uplift 2=-284 (LC 12), 8=-259 (LC 13) Max Grav 2=8132 (LC 19), 8=7871 (LC 20) 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD BOT CHORD NOTES 1) 2) 4) 7) 10) LOAD CASE(S) Job Truss Truss Type Qty Ply A04 1 25231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:0n0yBL3MPkK892v5afUtvIzqnqs-Dsk67oxAVeEXyDpEo8uTR8K7zsNLCE4Hu?hLDszjY2S Continued on page 1 Vert: 1-5=-64, 5-8=-64, 2-8=-20 Concentrated Loads (lb) Vert: 12=-1001, 18=-1001, 19=-1001, 20=-1001, 21=-1001, 22=-1001, 23=-1001, 24=-1001, 25=-1001, 26=-1001, 27=-1001, 28=-1001, 29=-1003 Job Truss Truss Type Qty Ply A04 1 25231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 2 ID:0n0yBL3MPkK892v5afUtvIzqnqs-Dsk67oxAVeEXyDpEo8uTR8K7zsNLCE4Hu?hLDszjY2S 712 3x4 3x6 5x8 4x5 5x6 2x4 3x4 1 16 2 24 23 22 21 2019 18 17 159 113 134 145 126 2625 107 8 T1 T1 T2 B1 B2 W1 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST8 24-11-0 1-0-0 25-11-0 1-0-0 -1-0-0 12-5-8 24-11-0 12-5-8 12-5-8 5-11-4 18-8-0 6-3-0 24-11-0 12-8-12 12-8-12 8-2-4 0-4-5 3-8-5 7-4-0 0-3-8 0-3-8 3-7-11 3-11 -3 3-8-5 7-7-8 Scale = 1:54.5 Plate Offsets (X, Y):[14:0-2-15,Edge], [18:0-8-5,0-2-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.03 15-17 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.07 15-17 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.26 Horz(CT)0.00 15 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 122 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* T2:2x6 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD REACTIONS Max Grav 7FORCES NOTES 2) 3) 7) LOAD CASE(S) Job Truss Truss Type Qty Ply B01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:J?h22533?fkJVPmeSns04QzqoFz-Dsk67oxAVeEXyDpEo8uTR8KDmsWZCMXHu?hLDszjY2S 712 3x6 2x4 3x4 3x6 4x5 3x4 2x4 3x6 1 7 13 14 2 10 9 8 6 3 5 11 12 4 T1 T1 B1 B2 W2 W1 W2 W1 24-11-0 1-0-0 25-11-0 1-0-0 -1-0-0 5-11-10 24-11-0 5-11-10 5-11-10 6-5-14 12-5-8 6-5-14 18-11-6 7-7-14 16-3-7 8-7-9 24-11-0 8-7-9 8-7-9 8-2-4 0-4-5 7-7-8 Scale = 1:54.5 Plate Offsets (X, Y):[2:0-3-3,0-1-8], [4:0-2-8,0-1-12], [6:0-3-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.14 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.29 2-10 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 94 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-4 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=1106/0-5-8, (min. 0-1-15), 6=1106/0-5-8, (min. 0-1-15) Max Horiz 2=132 (LC 11) Max Uplift 2=-42 (LC 12), 6=-42 (LC 13) Max Grav 2=1187 (LC 19), 6=1187 (LC 20) 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1707/65, 3-11=-1524/60, 4-11=-1428/73, 4-12=-1429/73, 5-12=-1524/60, 5-6=-1707/65 BOT CHORD 2-10=-78/1509, 9-10=0/976, 9-13=0/976, 13-14=0/976, 8-14=0/976, 6-8=0/1410 WEBS 4-8=-28/679, 5-8=-376/155, 4-10=-28/679, 3-10=-376/154 NOTES 1)Unbalanced roof live loads have been considered for this design. 2) 4) LOAD CASE(S) Job Truss Truss Type Qty Ply B02 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:uBk?zBhevnACTitohVr4OKzqpTw-Dsk67oxAVeEXyDpEo8uTR8KCMsPXCOOHu?hLDszjY2S 712 3x6 2x4 3x4 3x6 4x5 3x4 2x4 3x4 1 2 9 8 12 13 7 6 3 5 1110 4 T1 T2 B1 B2 W1 W2 W1 W2 24-7-14 1-0-0 -1-0-0 5-8-8 24-7-14 5-11-10 5-11-10 6-5-14 18-11-6 6-5-14 12-5-8 7-7-14 16-3-7 8-4-7 24-7-14 8-7-9 8-7-9 8-2-4 0-4-5 0-6-2 7-7-8 Scale = 1:54.5 Plate Offsets (X, Y):[2:0-3-3,0-1-8], [4:0-2-8,0-1-12], [6:Edge,0-0-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.14 7-9 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.29 2-9 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 92 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-1 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=1104/0-5-8, (min. 0-1-15), 6=1021/ Mechanical, (min. 0-1-8) Max Horiz 2=129 (LC 11) Max Uplift 2=-43 (LC 12), 6=-24 (LC 13) Max Grav 2=1185 (LC 19), 6=1113 (LC 20) 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1702/66, 3-10=-1518/60, 4-10=-1423/73, 4-11=-1420/75, 5-11=-1515/63, 5-6=-1695/68 BOT CHORD 2-9=-85/1500, 8-9=0/967, 8-12=0/967, 12-13=0/967, 7-13=0/967, 6-7=-6/1399 WEBS 5-7=-370/155, 4-9=-27/679, 3-9=-376/155, 4-7=-30/672 NOTES 1)Unbalanced roof live loads have been considered for this design. 2) 4) LOAD CASE(S) Job Truss Truss Type Qty Ply B03 13 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:?l4Qc0Y1gysCO28Q3JbT_rzqoHx-Dsk67oxAVeEXyDpEo8uTR8KBCsPXCOOHu?hLDszjY2S 712 3x4 3x6 4x5 3x10 3x4 1 2 26 25 24 23 2221 20 19 18 17 16 15 14 27 133 28 4 12 5 11 6 10 7 9 8 T1 T2 B1 B2 HW2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 24-7-14 1-0-0 -1-0-0 12-2-6 24-7-14 12-5-8 12-5-8 24-7-14 8-2-4 0-4-5 0-6-2 7-7-8 Scale = 1:49.3 Plate Offsets (X, Y):[14:Edge,0-0-13], [14:0-2-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.12 Horz(CT)0.00 14 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 114 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Right: 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 24-7-14. (lb) -Max Horiz 2=129 (LC 9) Max Uplift Max Grav 10FORCES NOTES 2) 3) 8) LOAD CASE(S) Job Truss Truss Type Qty Ply B04 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:mIZSHle2nPs3LHlzX?kLIXzqoHp-Dsk67oxAVeEXyDpEo8uTR8KJOsaKCPjHu?hLDszjY2S 712 3x4 4x5 3x4 1 9 2 14 13 12 11 10 8 73 64 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 12-6-0 1-0-0 13-6-0 1-0-0 -1-0-0 6-3-0 6-3-0 6-3-0 12-6-0 12-6-0 4-6-13 0-4-5 4-0-1 Scale = 1:34.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.03 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 46 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-6-0. (lb) -Max Horiz 2=71 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 10, 11, 12, 13, 14 11FORCES (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) 3) 8) LOAD CASE(S) Job Truss Truss Type Qty Ply C01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:7XumvGvrc9ex_fQBqd7VBAzqoHT-Dsk67oxAVeEXyDpEo8uTR8KJOsaUCQ7Hu?hLDszjY2S 712 3x4 4x5 3x4 91 2 14 13 12 11 10 8 73 64 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 12-0-0 1-0-0 -1-0-0 1-0-0 13-0-0 6-0-0 12-0-0 6-0-0 6-0-0 12-0-0 4-5-1 0-4-5 3-10 -5 Scale = 1:33.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.02 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 44 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-0-0. (lb) -Max Horiz 2=-69 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 10, 11, 12, 13, 14 12FORCES (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) 3) 8) LOAD CASE(S) Job Truss Truss Type Qty Ply D01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:fHAD?0bvalPg_2QbozHkq3zqnrT-Dsk67oxAVeEXyDpEo8uTR8KJOsaUCQHHu?hLDszjY2S 712 5x6 2x4 10x16 6x8 10x16 2x4 5x6 6 1 9 8 7 5 42 3 T1 T2 B1 W2 W1 W2 W1 12-0-0 1-0-0 13-0-0 2-9-3 8-9-3 2-9-3 6-0-0 3-2-13 3-2-13 3-2-13 12-0-0 3-8-5 7-10-2 4-1-14 4-1-14 4-1-14 12-0-0 4-5-1 0-4-5 3-10 -5 Scale = 1:33.2 Plate Offsets (X, Y):[1:0-3-0,0-2-11], [5:0-3-0,0-2-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.08 1-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.14 1-8 >998 180 BCLL 0.0 *Rep Stress Incr NO WB 0.78 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 56 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-15 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)1=3153/0-5-8, (min. 0-5-3), 5=1645/0-5-8, (min. 0-2-11) Max Horiz 1=-65 (LC 10) Max Uplift 1=-214 (LC 12), 5=-122 (LC 13) 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4665/404, 2-3=-4569/418, 3-4=-2630/258, 4-5=-2735/244 BOT CHORD 1-9=-306/3948, 8-9=-306/3948, 7-8=-132/2183, 5-7=-162/2280 WEBS 3-8=-309/3704 NOTES 1)Unbalanced roof live loads have been considered for this design. 2) 4) 6) LOAD CASE(S) Job Truss Truss Type Qty Ply D02 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:U9?2iFS?AN1E9M4Uf9a9tlzqnre-Dsk67oxAVeEXyDpEo8uTR8KAIsPnCEQHu?hLDszjY2S 7 12 3x4 4x5 3x4 3x4 2x4 1 2 6 5 4 3 T1 T2 W3 B1 W1 W2 8-0-0 1-0-0 -1-0-0 2-0-0 8-0-0 6-0-0 6-0-0 2-0-0 8-0-0 6-0-0 6-0-0 4-5-1 0-4-5 2-8-53-10 -5 Scale = 1:24 Plate Offsets (X, Y):[4:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.04 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.08 2-6 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 31 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD REACTIONS 14FORCES NOTES 2) 4) LOAD CASE(S) Job Truss Truss Type Qty Ply D03 3 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:nVg?XO0?GbtkXBtwA13yAJzjY6D-h2IUK8ypGyMOZNNRMsPizLtLsGs3xt3R7eRulJzjY2R 7 12 3x4 2x4 2x4 1 2 5 6 7 8 3 4 T1 B1 W1 8-0-0 0-4-8 6-9-5 1-0-0 -1-0-0 1-2-11 8-0-0 6-4-13 6-4-13 0-1-14 8-0-0 7-10-2 7-10-2 4-10 -8 0-4-5 0-3-8 Scale = 1:28.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.22 2-5 >411 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.45 2-5 >206 180 BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 24 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=402/0-5-8, (min. 0-1-8), 5=249/ Mechanical, (min. 0-1-8) Max Horiz 2=112 (LC 12) Max Uplift 2=-14 (LC 12), 5=-21 (LC 12) 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply D04 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:nVg?XO0?GbtkXBtwA13yAJzjY6D-h2IUK8ypGyMOZNNRMsPizLtKoGmWxtwR7eRulJzjY2R 4.5612 4x6 6x8 3x6 3x6 3x6 6x8 4x8 1 2 6 7 8 9 10 11 12 13 3 14 15 4 5 T1 T2 15-5-5 1-6-7 -1-6-7 4-6-0 16-7-13 12-1-12 12-1-12 0-1-8 12-3-4 3-2-0 15-5-5 12-1-12 12-1-12 7-2-9 0-4-5 6-8-2 1-7-12 Scale = 1:42.5 Plate Offsets (X, Y):[2:0-3-1,Edge], [2:1-10-3,0-2-12], [2:4-1-3,0-1-0], [2:6-3-2,0-1-0], [3:Edge,12-6-0], [3:8-5-2,0-1-0], [3:10-6-2,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.42 2-3 >349 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.54 2-3 >273 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 50 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 *Except* T2:2x6 DF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 16FORCES NOTES 1) 3) 8) LOAD CASE(S) Job Truss Truss Type Qty Ply HRA 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:nVg?XO0?GbtkXBtwA13yAJzjY6D-h2IUK8ypGyMOZNNRMsPizLtHbGwAxtqR7eRulJzjY2R 4.95 12 4.95 12 3x6 3x4 3x4 3x6 1 2 4 5 6 7 3 T1 T2 6-2-3 1-5-0 -1-5-0 6-2-3 6-2-3 6-2-3 3-5-6 0-4-5 Scale = 1:20.4 Plate Offsets (X, Y):[2:2-0-15,0-1-0], [2:0-0-8,Edge], [3:0-2-8,6-4-0], [3:4-3-11,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.05 2-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.06 2-3 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 18 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=304/0-6-10, (min. 0-1-8), 3=277/ Mechanical, (min. 0-1-8) Max Horiz 2=76 (LC 12) Max Uplift 2=-71 (LC 12), 3=-122 (LC 12) 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) 3) 7) LOAD CASE(S) Job Truss Truss Type Qty Ply HRJ 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:v43cX5?pBU4EldaUQY0xyOzjY4y-h2IUK8ypGyMOZNNRMsPizLtRTGwAxtqR7eRulJzjY2R 7 12 3x4 1 2 5 6 7 4 3 T1 B1 8-0-0 1-0-0 -1-0-0 1-7-10 1-7-10 6-4-6 8-0-0 1-7-10 1-7-10 6-4-6 8-0-0 1-10 -8 0-4-5 0-3-8 Scale = 1:21.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 13 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 18FORCES NOTES 1) 3) 6) LOAD CASE(S) Job Truss Truss Type Qty Ply J01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:yk39ozBkD?bLAstEIkPOVAzjYCS-h2IUK8ypGyMOZNNRMsPizLtTdGmSxtqR7eRulJzjY2R 7 12 3x4 1 2 4 5 3 T1 B1 8-0-0 1-0-0 -1-0-0 3-4-3 3-4-3 4-7-13 8-0-0 3-4-3 3-4-3 4-7-13 8-0-0 2-10 -8 0-4-5 0-3-8 Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 15 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 19FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J02 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:rVIgeKEEHE5neUB?XaUKf0zjYCO-h2IUK8ypGyMOZNNRMsPizLtTKGmSxtqR7eRulJzjY2R 7 12 3x4 1 2 4 5 6 3 T1 B1 8-0-0 1-0-0 -1-0-0 2-11-4 8-0-0 5-0-12 5-0-12 2-11-4 8-0-0 5-0-12 5-0-12 3-10 -8 0-4-5 0-3-8 Scale = 1:22.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 18 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 20FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J03 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:jHYBTiHlLScC75UnmPYGpszjYCK-h2IUK8ypGyMOZNNRMsPizLtPQGmSxtqR7eRulJzjY2R 7 12 3x4 1 2 4 5 6 7 3 T1 B1 8-0-0 1-0-0 -1-0-0 1-2-11 8-0-0 6-9-5 6-9-5 1-2-11 8-0-0 6-9-5 6-9-5 4-10 -8 0-4-5 0-3-8 Scale = 1:27.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.23 2-4 >406 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.46 2-4 >203 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 20 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 21FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J04 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:8rDJ6kKdeN_n_YDMSY6zRUzjYCH-h2IUK8ypGyMOZNNRMsPizLtJMGmSxtqR7eRulJzjY2R 712 3x6 1 5 2 9 10 11 3 4 T1 B1 8-5-14 1-0-0 -1-0-0 0-5-14 8-5-14 8-0-0 8-0-0 8-0-0 5-10 -8 0-4-5 5-0-5 Scale = 1:35.1 Plate Offsets (X, Y):[2:0-3-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.24 5-8 >400 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.47 5-8 >201 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-MP Weight: 22 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. 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 0-1-8. except 2=0-5-8, 3=0-1-8 (lb) -Max Horiz 2=131 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 3, 4 Max Grav 22FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J05 2 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:0dTqx5N8hcUDTAX7hOAvcKzjYCD-h2IUK8ypGyMOZNNRMsPizLtFdGluxtqR7eRulJzjY2R 712 3x6 1 6 2 10 11 3 45 T1 B1 10-1-8 1-0-0 -1-0-0 2-2-7 10-2-7 8-0-0 8-0-0 8-0-0 6-10 -8 0-4-5 5-0-5 Scale = 1:41.4 Plate Offsets (X, Y):[2:0-3-3,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.24 6-9 >400 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.47 6-9 >201 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-MP Weight: 25 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. 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 0-1-8. except 2=0-5-8, 3=0-1-8 (lb) -Max Horiz 2=149 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 3, 4 Max Grav 23FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J06 2 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:RTgO8xch_l?NsE2zsaXbPYzjYBv-h2IUK8ypGyMOZNNRMsPizLtFkGluxtqR7eRulJzjY2R 7 12 3x4 1 2 5 6 4 3 T1 B1 4-5-8 1-0-0 -1-0-0 1-10-15 1-10-15 2-6-9 4-5-8 1-10-15 1-10-15 2-6-9 4-5-8 2-0-7 0-4-5 0-3-8 Scale = 1:16.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)-0.02 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT)-0.04 2-4 >999 180 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 9 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 24FORCES NOTES 1) 3) 6) LOAD CASE(S) Job Truss Truss Type Qty Ply J07 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:vCHdUv1ekVQPZdEhPRgoKxzjYBM-h2IUK8ypGyMOZNNRMsPizLtTfGtvxtqR7eRulJzjY2R 7 12 3x4 1 5 2 4 6 3 T1 B1 4-5-8 1-0-0 -1-0-0 0-6-9 4-5-8 3-10-15 3-10-15 0-6-9 4-5-8 3-10-15 3-10-15 3-2-7 0-4-5 0-3-8 Scale = 1:22.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)-0.02 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 12 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 25FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J08 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:8CsSxoLycVhjhcDhwu7uOQzjYAy-h2IUK8ypGyMOZNNRMsPizLtRxGuDxtqR7eRulJzjY2R 7 12 3x4 1 2 4 3 T1 B1 4-5-8 1-0-0 -1-0-0 4-5-8 4-5-8 4-5-8 3-6-4 0-4-5 2-11 -8 Scale = 1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.04 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 13 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 26FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply J09 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:VRBmZJdlRFTbK?vwDWX2H3zjYAc-h2IUK8ypGyMOZNNRMsPizLtQhGuDxtqR7eRulJzjY2R 4 12 3x4 2x4 2x4 1 2 6 5 7 8 3 4 T1 W1 B1 5-11-8 1-0-0 -1-0-0 5-11-8 5-11-8 0-3-4 5-11-8 5-8-4 5-8-4 2-7-8 0-3-15 2-3-12 Scale = 1:20.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.06 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.12 2-6 >550 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 18 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING TOP CHORD REACTIONS 27FORCES NOTES 2) 4) LOAD CASE(S) Job Truss Truss Type Qty Ply J10 7 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:MV90jYcdXFY9PUC0UfY7Y2zjYDC-h2IUK8ypGyMOZNNRMsPizLtMyGr0xtqR7eRulJzjY2R 4 12 4x12 3x4 2x4 3x6 3x4 2x4 1 2 8 7 6 9 10 3 4 5 T1 W1T2 B1 ST1 5-11-8 1-0-0 -1-0-0 5-11-8 5-11-8 0-3-4 5-11-8 5-8-4 5-8-4 2-7-8 0-3-15 2-3-12 0-3-8 0-3-8 1-6-15 1-10 -7 Scale = 1:23 Plate Offsets (X, Y):[2:0-6-0,0-1-11], [3:0-5-1,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)-0.02 2-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.03 2-8 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.01 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-SH Weight: 24 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING TOP CHORD REACTIONS 28FORCES NOTES 2) 3) 6) LOAD CASE(S) Job Truss Truss Type Qty Ply J11 2 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:Qf56RV?h_4acFPf9MN7drozjYCi-h2IUK8ypGyMOZNNRMsPizLtS2GvJxthR7eRulJzjY2R 6 12 3x4 1 2 4 5 3 T1 B1 2-2-13 1-2-0 -1-2-0 0-2-13 2-2-13 2-0-0 2-0-0 2-0-0 2-0-5 0-4-5 1-4-5 Scale = 1:23.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 7 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 29FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply S01 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:3Lf4YjvEBRFNSans5TWXCpzjYE6-h2IUK8ypGyMOZNNRMsPizLtTfGwextqR7eRulJzjY2R 6 12 3x4 1 2 4 5 3 T1 B1 4-6-13 1-2-0 -1-2-0 2-0-0 2-0-0 2-6-13 4-6-13 2-0-0 3-2-5 0-4-5 1-4-5 Scale = 1:26.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 10 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 30FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply S02 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:y6ubO5ylFflpwB4eKJaTMfzjYE2-h2IUK8ypGyMOZNNRMsPizLtQIGwextqR7eRulJzjY2R 6 12 3x4 1 2 4 5 6 7 3 T1 B1 6-10-13 1-2-0 -1-2-0 2-0-0 2-0-0 4-10-13 6-10-13 2-0-0 4-4-5 0-4-5 1-4-5 Scale = 1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 13 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 31FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply S03 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:ESpEsU28bpdqGG6_EHC688zjYDx-h2IUK8ypGyMOZNNRMsPizLtI6GwextqR7eRulJzjY2R 7 12 3x4 1 2 4 3 T1 B1 2-0-0 1-0-0 -1-0-0 0-1-1 2-0-0 1-10-15 1-10-15 2-0-0 2-0-7 0-4-5 0-3-8 Scale = 1:23.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 6 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 32FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply S04 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:f1VNUW40uk?O7jrZvPmpmmzjYDu-Dsk67oxAVeEXyDpEo8uTR8KIDsaKCQaHu?hLDszjY2S 7 12 3x4 1 5 2 4 6 3 T1 B1 3-10-15 1-0-0 -1-0-0 2-0-0 2-0-0 1-10-15 3-10-15 2-0-0 3-2-7 0-4-5 1-6-5 Scale = 1:26.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 2-4 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 10.0 Code IRC2021/TPI2014 Matrix-P Weight: 9 lb FT = 10% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 33FORCES NOTES 1) 3) LOAD CASE(S) Job Truss Truss Type Qty Ply S05 1 15231200 Job Reference (optional) Builders FirstSource, Puget Sound Market, RM Run: 8.82 S Jan 17 2025 Print: 8.820 S Jan 17 2025 MiTek Industries, Inc. Thu Feb 19 12:51:46 Page: 1 ID:bQd7vB5HQLG6M1?x1qoHrBzjYDs-Dsk67oxAVeEXyDpEo8uTR8KGusaKCQaHu?hLDszjY2S