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HomeMy WebLinkAboutML 1 Floor Truss Profiles3x4 1.5x4 20 19 18 17 16 15 14 13 12 11 21 1 2 3 4 5 6 7 8 9 10 ST1W1 B1 T1 BL1 17-3-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:35.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [21:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 11 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 56 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 17-3-0. (lb) -Max Grav 1FORCES NOTES 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F01 2 15231220 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 13:31:42 Page: 1 ID:fMdD?QlCcG66yn41oLM75HzpDd1-3pVu_4x6Ep5ZORzk9LtLYPZk7iKzb3Jysm57K_zjXT0 1.5x4 1.5x4 3x6 4x6 3x10 1.5x4 3x4 1.5x4 1.5x4 3x4 3x10 1.5x4 4x6 3x6 1.5x4 14 13 12 11 10 9 15 1 2 3 4 5 6 7 8 W2W1 B1 T1 BL1 17-3-0 1-4-82-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:35.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)-0.20 12-13 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT)-0.27 11-12 >755 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.06 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 70 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=938/0-2-10, (min. 0-1-8), 14=932/0-5-6, (min. 0-1-8) 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/0, 3-4=-2516/0, 4-5=-2908/0, 5-6=-2498/0, 6-7=-2498/0 BOT CHORD 13-14=0/1545, 12-13=0/2908, 11-12=0/2908, 10-11=0/2908, 9-10=0/1516 WEBS 7-9=-1720/0, 2-14=-1738/0, 7-10=0/1114, 2-13=0/1102, 6-10=-296/0, 3-13=-297/0, 5-10=-674/0, 4-13=-661/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F02 26 15231220 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 13:31:42 Page: 1 ID:sKM4bJ6aQ4jquDZtP1GikVzpDTX-3pVu_4x6Ep5ZORzk9LtLYPZdei7Kb_5ysm57K_zjXT0 3x4 1.5x4 14 13 12 11 10 9 8 15 1 2 3 4 5 6 7 ST1W1 B1 T1 BL1 11-2-8 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:25.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:Edge,0-0-12], [15:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-R Weight: 37 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 11-2-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11, 12, 13, 14 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x4 (||) MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F05 1 15231220 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 13:31:42 Page: 1 ID:qCGykMhR0QMyEsdtR5Fjr0zpDd7-3pVu_4x6Ep5ZORzk9LtLYPZk2iKrb3Iysm57K_zjXT0 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 1.5x4 10 9 8 7 11 1 2 3 4 5 6 W1 W2 B1 T1 W3 BL1 11-2-8 1-6-0 1-7-0 2-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:25.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.13 7-8 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT)-0.22 7-8 >591 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 45 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=600/0-5-6, (min. 0-1-8), 10=606/0-2-10, (min. 0-1-8) 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1209/0, 3-4=-1209/0, 4-5=-1209/0 BOT CHORD 9-10=0/902, 8-9=0/1209, 7-8=0/915 WEBS 5-7=-1028/0, 2-10=-1023/0, 5-8=0/424, 2-9=0/494 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F06 7 15231220 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 13:31:42 Page: 1 ID:uEz2VV1hwE2EGoPqLwANmDzpDWD-3pVu_4x6Ep5ZORzk9LtLYPZfkiDsb0Pysm57K_zjXT0 1.5x4 3x6 4x6 4x5 5x6 4x6 3x4 3x6 3x6 1.5x4 1.5x4 12 11 10 9 13 4 5123 6 7 8 W2W1 W4 B1 T1T2 W3 BL1 11-2-8 1-6-0 1-7-0 2-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:25.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-3-0,Edge], [5:0-3-0,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL)-0.14 9-10 >925 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.25 9-10 >537 360 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 49 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=836/0-5-6, (min. 0-1-8), 12=816/0-2-10, (min. 0-1-8) 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2055/0, 3-4=-2068/0, 4-5=-2055/0, 5-6=-2055/0, 6-7=-2055/0 BOT CHORD 11-12=0/1277, 10-11=0/2055, 9-10=0/1367 WEBS 7-9=-1538/0, 2-12=-1449/0, 7-10=0/780, 2-11=0/1208, 4-11=-693/0, 5-10=-364/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F07 1 15231220 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 13:31:42 Page: 1 ID:TKkCic5VXMPzduAnjj60cAzpDKW-3pVu_4x6Ep5ZORzk9LtLYPZXVi9Zb?lysm57K_zjXT0 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 9 8 7 6 51234 W1 T1 B1 W2 W3 T2 W4 6-2-8 1-6-0 1-11-4 0-4-0 6-2-8 5-10-8 5-10-8 1-6-0 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:20.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL)-0.02 8-9 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT)-0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 27 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=316/0-3-8, (min. 0-1-8), 9=316/0-2-10, (min. 0-1-8) 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/0, 3-4=-328/0, 4-5=-332/0 BOT CHORD 8-9=0/328, 7-8=0/328 WEBS 2-9=-394/0, 5-7=0/389 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F08 2 15231220 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 13:31:42 Page: 1 ID:DgwOAeQBosquLbuJhYIj?gzpDZb-X?3GCQxk?7EQ0aYwj3Oa4c6ua6euKVW64QrgsRzjXT? 1.5x4 3x4 3x10 1.5x4 2x6 3x4 6x8 3x6 1.5x4 1.5x4 10 9 8 7 11 3 12 412 5 6 W1 B1 T1 T2 W2 W5W4W3 BL1 9-0-8 1-6-0 1-11-14 2-5-2 2-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:22.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [3:0-3-0,Edge], [8:0-1-8,Edge], [11:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL)-0.18 7-8 >603 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.27 7-8 >397 360 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 42 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=909/0-3-6, (min. 0-1-8), 10=690/0-2-10, (min. 0-1-8) Max Grav 7=932 (LC 4), 10=690 (LC 1) 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/0, 3-12=-1212/0, 4-12=-1212/0 BOT CHORD 9-10=0/1212, 8-9=0/1212, 7-8=0/1645 WEBS 2-10=-1368/0, 4-8=-634/79, 3-8=-11/283, 4-7=-1847/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F09 1 15231220 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 13:31:42 Page: 1 ID:6eSkDiE1j2wG3k54QEKq6izpDKK-3pVu_4x6Ep5ZORzk9LtLYPZYei8wb_2ysm57K_zjXT0 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 1.5x4 9 8 7 6 10 1 2 3 4 5 W1 W2 B1 T1 W3 BL1 9-0-8 1-6-0 1-11-02-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:22.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.11 6-7 >925 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.18 6-7 >577 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 37 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=481/0-3-6, (min. 0-1-8), 9=487/0-2-10, (min. 0-1-8) 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/0, 3-4=-750/0 BOT CHORD 8-9=0/750, 7-8=0/750, 6-7=0/685 WEBS 4-6=-768/0, 2-9=-847/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F10 2 15231220 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 13:31:42 Page: 1 ID:7EYtyOL?pDJYNnOqsNeTpizpDVp-X?3GCQxk?7EQ0aYwj3Oa4c6pu6Z9KUF64QrgsRzjXT? 1.5x4 3x4 3x4 1.5x4 3x4 3x4 3x6 1.5x4 8 7 6 5 4123 W1 T1 B1 W3 T2 W2 W4 4-2-0 1-3-0 1-1-80-11-8 0-4-0 4-2-0 3-10-0 3-10-0 1-6-0 1-3-0 1-3-0 0-3-0 1-6-0 Scale = 1:23.5 Plate Offsets (X, Y):[6:0-1-8,Edge], [7:0-1-8,Edge], [8:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL)0.00 6 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT)0.00 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 21 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=204/0-3-8, (min. 0-1-8), 8=204/0-2-10, (min. 0-1-8) 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F11 2 15231220 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 13:31:42 Page: 1 ID:hh324Q2pYrNWabtIkTEw6ezpDYn-X?3GCQxk?7EQ0aYwj3Oa4c6ww6fcKWC64QrgsRzjXT? 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 1.5x4 9 8 7 6 10 1 2 3 4 5 W1 W2 B1 T1 W3 BL1 8-2-8 1-6-0 1-1-02-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:21.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.11 6-7 >841 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.16 6-7 >615 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 35 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=511/0-5-6, (min. 0-1-8), 9=508/0-2-10, (min. 0-1-8) Max Grav 6=519 (LC 4), 9=508 (LC 1) 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-792/0, 3-4=-788/0 BOT CHORD 8-9=0/792, 7-8=0/792, 6-7=0/748 WEBS 4-6=-839/0, 2-9=-894/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F12 1 15231220 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 13:31:42 Page: 1 ID:tMMUB?j3rqVMP7IpOi3lsezpDL?-X?3GCQxk?7EQ0aYwj3Oa4c6nT6XwKU564QrgsRzjXT? 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 1.5x4 9 8 7 6 10 1 2 3 4 5 W1 W2 B1 T1 W3 BL1 8-2-8 1-6-0 1-1-02-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:21.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)-0.06 6-7 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(CT)-0.09 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 35 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=435/0-5-6, (min. 0-1-8), 9=441/0-2-10, (min. 0-1-8) 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/0, 3-4=-627/0 BOT CHORD 8-9=0/627, 7-8=0/627, 6-7=0/604 WEBS 4-6=-676/0, 2-9=-708/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) LOAD CASE(S) Job Truss Truss Type Qty Ply F13 7 15231220 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 13:31:42 Page: 1 ID:0HJpMZbAsgzaP0VsbHWOA8zpDVU-X?3GCQxk?7EQ0aYwj3Oa4c6sQ6c5KUh64QrgsRzjXT? 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 11 10 9 8 7 12 13 1 2 3 4 14 5 6 W1 W2 T1 B1 W4W3 BL1 9-8-10 1-7-10 1-3-0 1-1-02-6-0 0-1-8 9-8-10 0-2-12 8-2-10 1-4-8 9-7-2 7-11-14 7-11-14 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:31 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-0-12], [13:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)0.08 8-9 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT)0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 41 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD REACTIONS 12FORCES NOTES 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F15 1 15231220 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 13:31:42 Page: 1 ID:xv20QZMcsw0bbfCRlO45kVzpDQe-3pVu_4x6Ep5ZORzk9LtLYPZeniE5b1zysm57K_zjXT0 1.5x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 11 10 9 8 7 12 13 1 2 3 4 14 5 6 W1 W2 T1 B1 W4W3 BL1 9-8-10 1-7-10 1-3-0 1-1-02-6-0 0-1-8 9-8-10 0-2-12 8-2-10 1-4-8 9-7-2 7-11-14 7-11-14 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:31 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-0-12], [13:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL)0.07 8-9 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT)0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 41 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD REACTIONS 13FORCES NOTES 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F16 5 15231220 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 13:31:42 Page: 1 ID:vYUuf?rqLCzMIJy1pfnO4yzpDNQ-3pVu_4x6Ep5ZORzk9LtLYPZe3iEOb10ysm57K_zjXT0 3x4 3x6 3x4 1.5x4 1.5x4 12 11 10 9 8 7 13 14 1 2 3 4 5 6 ST1W1 T1 B1 W2 W3 BL1 9-8-10 0-1-8 1-4-14 1-10-8 0-1-8 9-8-10 1-4-8 9-7-2 8-2-10 8-2-10 0-1-8 1-6-0 1-6-0 0-3-10 0-3-10 Scale = 1:22.8 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge], [6:0-1-8,Edge], [12:Edge,0-0-12], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 37 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 9-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 8-2-10. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 9=-457 (LC 4) Max Grav 14FORCES NOTES 7) 9) LOAD CASE(S) Job Truss Truss Type Qty Ply F17 1 15231220 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 13:31:42 Page: 1 ID:razVFdrmuiW8rZ64SjnxDSzpDOj-3pVu_4x6Ep5ZORzk9LtLYPZgviKhb1Uysm57K_zjXT0 1.5x4 3x4 3x10 1.5x4 2x6 3x4 4x6 3x6 1.5x4 1.5x4 10 9 8 7 11 3 412 5 6 W1 B1 T1 T2 W2 W5W4W3 BL1 9-0-8 1-6-0 1-11-02-6-0 0-1-8 1-6-0 1-6-0 0-3-10 Scale = 1:22.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [3:0-3-0,Edge], [8:0-1-8,Edge], [11:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.13 7-8 >820 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT)-0.20 7-8 >519 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-SH Weight: 42 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) OTHERS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=585/0-3-6, (min. 0-1-8), 10=600/0-2-10, (min. 0-1-8) Max Grav 7=592 (LC 4), 10=600 (LC 1) 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-991/0, 3-4=-996/0 BOT CHORD 9-10=0/996, 8-9=0/996, 7-8=0/980 WEBS 4-7=-1091/0, 2-10=-1125/0, 4-8=-60/277 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3) 5) LOAD CASE(S) Job Truss Truss Type Qty Ply F19 1 15231220 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 13:31:42 Page: 1 ID:xFm9L8vTJROEiRyinMqGzozpDKm-3pVu_4x6Ep5ZORzk9LtLYPZcliBub05ysm57K_zjXT0 1.5x4 3x4 3x4 1.5x4 4 3 1 2 W1 W2 T1 B1 1-6-12 1-3-12 1-6-0 1-6-0 Scale = 1:17.3 Plate Offsets (X, Y):[4:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 9 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=79/1-6-12, (min. 0-1-8), 4=79/1-6-12, (min. 0-1-8) 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4) LOAD CASE(S) Job Truss Truss Type Qty Ply FP1 2 15231220 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 13:31:42 Page: 1 ID:WRguqst5aReuyvt_cmuUnnzpDSY-3pVu_4x6Ep5ZORzk9LtLYPZkViKHb3kysm57K_zjXT0 1.5x4 3x4 3x4 1.5x4 6 5 4 1 2 3 W1 W2 T1 B1 1-8-8 1-4-0 1-6-0 1-6-0 Scale = 1:17.3 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 1 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 9 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 1-8-8. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6 Max Grav All reactions 250 (lb) or less at joint(s) 1, 4, 5, 6 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 2-0-0 oc. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 6 and 96 lb uplift at joint 1. 5) LOAD CASE(S) Job Truss Truss Type Qty Ply FP2 4 15231220 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 13:31:42 Page: 1 ID:abc_YoG92GhMoqK8UUT_4XzpDS2-3pVu_4x6Ep5ZORzk9LtLYPZlAiKKb3Jysm57K_zjXT0 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 6 5 4 1 7 2 3 W1 W2 T1 B1 3-4-0 1-5-12 1-8-0 1-8-0 1-8-0 3-4-0 1-3-0 1-3-0 Scale = 1:18.3 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL)0.00 5 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT)-0.01 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 15 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 18FORCES NOTES 2) LOAD CASE(S) Job Truss Truss Type Qty Ply PT01 1 15231220 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 13:31:42 Page: 1 ID:PtBFlfNlB8ngKkRVpeDFiKzpDYM-3pVu_4x6Ep5ZORzk9LtLYPZePiIIb2Oysm57K_zjXT0 1.5x4 4x5 4x5 3x4 1.5x4 5 4 1 2 6 3 W1 T1 B1 W3 W2 3-2-0 0-5-0 2-6-0 1-3-0 1-3-0 Scale = 1:18.3 Plate Offsets (X, Y):[1:Edge,0-0-12], [5:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT)-0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2021/TPI2014 Matrix-P Weight: 14 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 HF No.2(flat) BRACING TOP CHORD Sheathed or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 19FORCES NOTES 2) LOAD CASE(S) Job Truss Truss Type Qty Ply PT02 1 15231220 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 13:31:42 Page: 1 ID:xy9I67ZnQ2oPFCfZl?V?MizpDY6-3pVu_4x6Ep5ZORzk9LtLYPZeGiJfb2cysm57K_zjXT0