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HomeMy WebLinkAboutGN010.1 Floor drawings4x8 4x8 3x4 3x4 3x6 21 20 19 18 17 16 15 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 W2W1 W3 W3BL1 BL1 B2 T1 B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-12,Edge], [4:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-12,Edge], [12:0-3-12,Edge],[15:0-2-4,Edge], [21:0-3-12,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 0.37 Vert(LL)-0.42 17-18 >611 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.66 17-18 >390 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.11 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1167/0-3-8, (min. 0-1-8), 22=1167/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3297/0, 3-4=-3297/0, 4-5=-4938/0, 5-6=-4938/0, 6-7=-5149/0, 7-8=-4938/0, 8-9=-4938/0, 9-10=-3297/0, 10-11=-3297/0, 11-12=-3297/0 BOT CHORD 21-22=0/1877, 20-21=0/4301, 19-20=0/4301, 18-19=0/5149, 17-18=0/5149, 16-17=0/5149, 15-16=0/4301, 14-15=0/1877 WEBS 2-22=-2154/0, 12-14=-2154/0, 2-21=0/1646, 12-15=0/1646, 4-21=-1164/0, 9-15=-1164/0, 4-19=0/738, 9-16=0/738, 6-19=-667/214, 7-16=-667/214 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F01 38 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:50 Page: 1 ID:RLs5aR_Ca0KZke69oFou8Xyn_UB-1kxScri1cYUFvMW_5LN8dDXd8f0auFG3guiX2KzeGih 3x6 FP 1.5x3 4x6 4x8 3x4 1.5x3 3x4 3x4 1.5x3 3x6 3x4 17 16 15 14 13 19 1 2 3 4 5 6 7 8 9 10 11 W1 W2 W3 W3 B2 T1 T2 B1 BL1 Scale = 1:31.7 Plate Offsets (X, Y): [14:0-1-8,Edge], [15:0-1-8,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 0.52 Vert(LL)-0.24 14-15 >878 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL)-0.37 14-15 >563 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 69 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=949/ Mechanical, (min. 0-1-8), 18=943/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2524/0, 3-4=-2524/0, 4-5=-3367/0, 5-6=-3367/0, 6-7=-3367/0, 7-8=-2523/0, 8-9=-2523/0, 9-10=-2523/0 BOT CHORD 17-18=0/1483, 16-17=0/1483, 15-16=0/3139, 14-15=0/3367, 13-14=0/3139, 12-13=0/1485 WEBS 2-18=-1701/0, 10-12=-1708/0, 2-16=0/1206, 10-13=0/1203, 4-16=-713/0, 7-13=-714/0, 4-15=-63/557, 7-14=-63/557, 5-15=-252/0, 6-14=-252/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F02 14 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:51 Page: 1 ID:RLs5aR_Ca0KZke69oFou8Xyn_UB-VwUqpBjfNrc6WV5Af3uNAR3lZ3I4dloCuYR4amzeGig 3x6 FP 1.5x3 4x6 4x8 3x4 1.5x3 3x4 3x4 1.5x3 1.5x3 17 16 15 14 13 19 20 1 2 3 4 5 6 7 8 9 10 11 W2W1 W3 W3BL1 BL1 B2 T1 T2 B1 Scale = 1:32.2 Plate Offsets (X, Y): [2:0-2-12,Edge], [10:0-2-12,Edge], [14:0-1-8,Edge], [15:0-1-8,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 0.54 Vert(LL)-0.25 14-15 >836 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL)-0.39 14-15 >539 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 70 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. REACTIONS (lb/size)12=959/0-3-8, (min. 0-1-8), 18=959/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2579/0, 3-4=-2579/0, 4-5=-3484/0, 5-6=-3484/0, 6-7=-3484/0, 7-8=-2579/0, 8-9=-2579/0, 9-10=-2579/0 BOT CHORD 17-18=0/1512, 16-17=0/1512, 15-16=0/3223, 14-15=0/3484, 13-14=0/3223, 12-13=0/1512 WEBS 2-18=-1734/0, 10-12=-1734/0, 2-16=0/1237, 10-13=0/1237, 4-16=-746/0, 7-13=-746/0, 4-15=-51/592, 7-14=-51/592 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F03 12 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:51 Page: 1 ID:RLs5aR_Ca0KZke69oFou8Xyn_UB-VwUqpBjfNrc6WV5Af3uNAR3lE3IldleCuYR4amzeGig 4x6 4x8 3x4 3x4 3x4 3x4 23 22 21 20 19 17 16 25 261234567891011121314 W1 W2 W3 W3 W4 W4BL1 BL1 B2 T1 B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [12:0-1-8,Edge], [13:0-1-8,Edge], [15:0-2-0,Edge], [18:0-2-12,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [21:0-1-8,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 0.77 Vert(LL)-0.24 21-23 >888 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL)-0.37 21-23 >562 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horiz(TL)0.07 18 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 87 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) 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)15=-48/0-3-8, (min. 0-1-8), 18=1479/0-3-8, (min. 0-1-8), 24=903/0-3-8, (min. 0-1-8) Max Uplift 15=-193 (LC 3) Max Grav 15=133 (LC 4), 18=1479 (LC 1), 24=906 (LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2396/0, 3-4=-2396/0, 4-5=-3099/0, 5-6=-3099/0, 6-7=-3099/0, 7-8=-1998/0, 8-9=-1998/0, 9-10=0/795, 10-11=0/795, 11-12=0/795, 12-13=-40/351 BOT CHORD 23-24=0/1420, 22-23=0/2948, 21-22=0/2948, 20-21=0/3099, 19-20=0/2732, 18-19=0/846, 17-18=-351/40, 16-17=-351/40, 15-16=-351/40 WEBS 2-24=-1629/0, 9-18=-1823/0, 2-23=0/1132, 9-19=0/1345, 4-23=-639/0, 7-19=-858/0, 4-21=-123/471, 7-20=0/663, 6-20=-277/0, 12-18=-777/0, 13-15=-55/533 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 15. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F04 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:51 Page: 1 ID:RLs5aR_Ca0KZke69oFou8Xyn_UB-VwUqpBjfNrc6WV5Af3uNAR3hf3IvdkiCuYR4amzeGig 4x6 4x8 3x4 3x4 3x4 3x4 23 22 21 20 19 17 16 25 261234567891011121314 W1 W2 W3 W3 W4 W4BL1 BL1 T1 B2B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [12:0-1-8,Edge], [13:0-1-8,Edge], [15:0-2-0,Edge], [18:0-2-12,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [21:0-1-8,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 0.77 Vert(LL)-0.24 21-23 >888 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL)-0.37 21-23 >562 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horiz(TL)0.07 18 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 87 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) 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)15=-48/0-3-8, (min. 0-1-8), 18=1479/0-3-8, (min. 0-1-8), 24=903/0-3-8, (min. 0-1-8) Max Uplift 15=-193 (LC 5) Max Grav 15=133 (LC 4), 18=1479 (LC 1), 24=906 (LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2396/0, 3-4=-2396/0, 4-5=-3099/0, 5-6=-3099/0, 6-7=-3099/0, 7-8=-1998/0, 8-9=-1998/0, 9-10=0/795, 10-11=0/795, 11-12=0/795, 12-13=-40/351 BOT CHORD 23-24=0/1420, 22-23=0/2948, 21-22=0/2948, 20-21=0/3099, 19-20=0/2732, 18-19=0/846, 17-18=-351/40, 16-17=-351/40, 15-16=-351/40 WEBS 2-24=-1629/0, 9-18=-1823/0, 2-23=0/1132, 9-19=0/1345, 4-23=-639/0, 7-19=-858/0, 4-21=-123/471, 7-20=0/663, 6-20=-277/0, 12-18=-777/0, 13-15=-55/533 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 15. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F05 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:51 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-VwUqpBjfNrc6WV5Af3uNAR3hf3IvdkiCuYR4amzeGig 4x8 4x8 3x4 3x4 3x6 21 20 19 18 17 16 15 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 W2W1 W3 W3BL1 BL1 B2 T1 B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-12,Edge], [4:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-12,Edge], [12:0-3-12,Edge],[15:0-2-4,Edge], [21:0-3-12,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 0.37 Vert(LL)-0.42 17-18 >611 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.65 17-18 >391 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.11 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1167/0-3-8, (min. 0-1-8), 22=1167/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3296/0, 3-4=-3296/0, 4-5=-4937/0, 5-6=-4937/0, 6-7=-5147/0, 7-8=-4937/0, 8-9=-4937/0, 9-10=-3296/0, 10-11=-3296/0, 11-12=-3296/0 BOT CHORD 21-22=0/1877, 20-21=0/4300, 19-20=0/4300, 18-19=0/5147, 17-18=0/5147, 16-17=0/5147, 15-16=0/4300, 14-15=0/1877 WEBS 2-22=-2154/0, 12-14=-2154/0, 2-21=0/1645, 12-15=0/1645, 4-21=-1164/0, 9-15=-1164/0, 4-19=0/738, 9-16=0/738, 6-19=-666/214, 7-16=-666/214 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F06 16 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:51 Page: 1 ID:Yadal3xhXoq7F1oOZPjy_hyn_UF-VwUqpBjfNrc6WV5Af3uNAR3ou3MpdiWCuYR4amzeGig 3x6 FP 3x4 3x6 4x8 1.5x3 3x4 1.5x3 3x4 3x4 4x6 17 16 15 14 13 191234567891011 W1 W2 W3 W3 B2 T1 T2 B1 BL1 Scale = 1:31.7 Plate Offsets (X, Y): [14:0-1-8,Edge], [15:0-1-8,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 0.52 Vert(LL)-0.24 14-15 >874 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL)-0.37 14-15 >563 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 69 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=943/0-3-8, (min. 0-1-8), 18=950/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2525/0, 3-4=-2525/0, 4-5=-3370/0, 5-6=-3370/0, 6-7=-3370/0, 7-8=-2525/0, 8-9=-2525/0, 9-10=-2525/0 BOT CHORD 17-18=0/1486, 16-17=0/1486, 15-16=0/3141, 14-15=0/3370, 13-14=0/3141, 12-13=0/1484 WEBS 2-18=-1709/0, 10-12=-1702/0, 2-16=0/1204, 10-13=0/1207, 4-16=-715/0, 7-13=-714/0, 4-15=-63/558, 7-14=-63/558, 5-15=-252/0, 6-14=-252/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F07 6 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciecwITdJMC2M7CBe6DzeGif 3x6 FP 3x6 FP 4x6 3x4 3x4 3x4 4x8 17 16 15 14 13 19 20 21 1 2 3 4 5 6 7 8 9 10 11 W2W1 W3 W3 B2 T1 T2 B1 BL2BL1 Scale = 1:32.2 Plate Offsets (X, Y): [2:0-2-12,Edge], [10:0-2-12,Edge], [14:0-1-8,Edge], [15:0-1-8,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 0.54 Vert(LL)-0.25 14-15 >843 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL)-0.39 14 >543 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 70 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. REACTIONS (lb/size)12=956/0-3-8, (min. 0-1-8), 18=963/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2543/0, 3-4=-2543/0, 4-5=-3464/0, 5-6=-3464/0, 6-7=-3464/0, 7-8=-2570/0, 8-9=-2570/0, 9-10=-2570/0 BOT CHORD 17-18=0/1470, 16-17=0/1470, 15-16=0/3195, 14-15=0/3464, 13-14=0/3209, 12-13=0/1507 WEBS 2-18=-1703/0, 10-12=-1729/0, 2-16=0/1244, 10-13=0/1232, 4-16=-755/0, 7-13=-741/0, 4-15=-43/598, 7-14=-55/586, 5-15=-250/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F08 8 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciecwzTd_MCkM7CBe6DzeGif 1.5x3 3x4 1.5x3 1.5x3 3x4 3x5 8 7 6 5 9 10 1 2 3 4 W1 W2BL1 BL1 B1 T1 Scale = 1:25.7 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [5:0-2-0,Edge], [8:0-2-0,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 0.10 Vert(LL)0.00 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 19 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=204/0-3-8, (min. 0-1-8), 8=204/0-3-8, (min. 0-1-8) FORCES (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)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F09 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciec1rTqGMLVM7CBe6DzeGif 1.5x3 3x4 1.5x3 1.5x3 3x4 3x5 8 7 6 5 9 10 1 2 3 4 W1 W2BL1 BL1 B1 T1 Scale = 1:28 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [5:0-2-0,Edge], [8:0-2-0,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 0.10 Vert(LL)0.00 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 19 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=204/0-3-7, (min. 0-1-8), 8=204/0-3-8, (min. 0-1-8) FORCES (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)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F10 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciec1rTqGMLVM7CBe6DzeGif 3x4 5x6 3x5 3x5 1 5 2 W1 T1T1 B1 W2 Scale = 1:19.2 Plate Offsets (X, Y): [1:Edge,0-2-0], [2:Edge,0-1-8], [3:0-2-0,Edge], [4: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 0.97 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)-0.01 3-4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MP Weight: 15 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=691/ Mechanical, (min. 0-1-8), 4=499/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-488/0, 2-3=-680/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)944 lb down at 1-5-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 3-4=-10, 1-2=-100 Concentrated Loads (lb) Vert: 5=-944 Job Truss Truss Type Qty Ply . F11 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciecpFTrlMLQM7CBe6DzeGif 3x6 FP 3x4 3x6 1.5x3 3x4 6x6 3x4 4x8 21 20 1918 1716 15 2312345678910111213 W1 W2 W3 W3 B2 T1 T2 B1 BL1 Scale = 1:34.2 Plate Offsets (X, Y): [5:0-1-8,Edge], [8:0-1-8,Edge], [15:0-3-0,Edge], [20:0-3-8,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 0.50 Vert(LL)-0.32 17-18 >704 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL)-0.50 17-18 >449 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horiz(TL)0.09 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 79 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1032/0-3-7, (min. 0-1-8), 22=1038/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/0, 3-4=-2830/0, 4-5=-4012/0, 5-6=-4012/0, 6-7=-4028/0, 7-8=-4012/0, 8-9=-4012/0, 9-10=-2830/0, 10-11=-2830/0, 11-12=-2830/0 BOT CHORD 21-22=0/1642, 20-21=0/1642, 19-20=0/3606, 18-19=0/4028, 17-18=0/4028, 16-17=0/4028, 15-16=0/3606, 14-15=0/1641 WEBS 2-22=-1889/0, 12-14=-1882/0, 2-20=0/1376, 12-15=0/1378, 4-20=-900/0, 9-15=-899/0, 4-19=0/580, 5-19=-331/224, 9-16=0/580, 8-16=-331/224, 6-19=-692/517, 7-16=-691/517, 6-18=-299/261, 7-17=-300/261 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F12 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-z72C0XjH89kz8fgNDmPciecxbTfLMBoM7CBe6DzeGif 3x6 FP 1.5x3 4x6 4x8 3x4 1.5x3 3x4 3x4 1.5x3 3x6 3x4 17 16 15 14 13 19 1 2 3 4 5 6 7 8 9 10 11 W1 W2 W3 W3 B2 T1 T2 B1 BL1 Scale = 1:31.7 Plate Offsets (X, Y): [14:0-1-8,Edge], [15:0-1-8,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 0.52 Vert(LL)-0.24 14-15 >877 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL)-0.37 14-15 >564 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 69 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=949/ Mechanical, (min. 0-1-8), 18=943/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2523/0, 3-4=-2523/0, 4-5=-3365/0, 5-6=-3365/0, 6-7=-3365/0, 7-8=-2523/0, 8-9=-2523/0, 9-10=-2523/0 BOT CHORD 17-18=0/1483, 16-17=0/1483, 15-16=0/3138, 14-15=0/3365, 13-14=0/3138, 12-13=0/1485 WEBS 2-18=-1701/0, 10-12=-1708/0, 2-16=0/1205, 10-13=0/1203, 4-16=-713/0, 7-13=-713/0, 4-15=-63/557, 7-14=-63/557, 5-15=-252/0, 6-14=-252/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F13 10 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:Yadal3xhXoq7F1oOZPjy_hyn_UF-z72C0XjH89kz8fgNDmPciecwITdJMC2M7CBe6DzeGif 4x8 4x8 3x4 3x4 3x6 21 20 19 18 17 16 15 24 23 25 1 2 3 4 5 6 7 8 9 10 11 12 13 W2W1 W3 W3 B2 T1 T2 B1 BL1 BL2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-12,Edge], [4:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-12,Edge], [12:0-3-12,Edge],[15:0-2-4,Edge], [21:0-3-12,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 0.44 Vert(LL)-0.45 17-18 >566 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL)-0.71 17-18 >362 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horiz(TL)0.11 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 85 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1170/0-3-8, (min. 0-1-8), 22=1164/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3284/0, 3-4=-3284/0, 4-5=-4913/0, 5-6=-4913/0, 6-7=-5120/0, 7-8=-4899/0, 8-9=-4899/0, 9-10=-3247/0, 10-11=-3247/0, 11-12=-3247/0 BOT CHORD 21-22=0/1872, 20-21=0/4285, 19-20=0/4285, 18-19=0/5120, 17-18=0/5120, 16-17=0/5120, 15-16=0/4260, 14-15=0/1824 WEBS 2-22=-2148/0, 12-14=-2114/0, 2-21=0/1637, 12-15=0/1649, 4-21=-1160/0, 9-15=-1174/0, 4-19=0/728, 9-16=0/741, 6-19=-662/214, 7-16=-673/203 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F14 8 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:52 Page: 1 ID:Yadal3xhXoq7F1oOZPjy_hyn_UF-z72C0XjH89kz8fgNDmPciecyYThbM9dM7CBe6DzeGif 3x6 FP 1.5x3 4x6 4x8 3x4 1.5x3 3x4 3x4 1.5x3 1.5x3 17 16 15 14 13 19 20 1 2 3 4 5 6 7 8 9 10 11 W2W1 W3 W3BL1 BL1 B2 T1 T2 B1 Scale = 1:32.2 Plate Offsets (X, Y): [2:0-2-12,Edge], [10:0-2-12,Edge], [14:0-1-8,Edge], [15:0-1-8,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 0.54 Vert(LL)-0.25 14-15 >839 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL)-0.39 14-15 >539 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horiz(TL)0.08 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 70 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. REACTIONS (lb/size)12=959/0-3-8, (min. 0-1-8), 18=959/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2578/0, 3-4=-2578/0, 4-5=-3482/0, 5-6=-3482/0, 6-7=-3482/0, 7-8=-2578/0, 8-9=-2578/0, 9-10=-2578/0 BOT CHORD 17-18=0/1511, 16-17=0/1511, 15-16=0/3222, 14-15=0/3482, 13-14=0/3222, 12-13=0/1511 WEBS 2-18=-1734/0, 10-12=-1734/0, 2-16=0/1237, 10-13=0/1237, 4-16=-746/0, 7-13=-746/0, 4-15=-51/592, 7-14=-51/592 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F15 4 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:0mByyPyJH5y_tBNa77EBXuyn_UE-SJcbEtkvvTsqmpFZmTwrFs95jtzD5f7VMswBffzeGie 3x6 FP 3x4 3x6 1.5x3 3x4 6x6 3x4 4x8 21 20 1918 1716 15 2312345678910111213 W1 W2 W3 W3 B2 T1 T2 B1 BL1 Scale = 1:34.2 Plate Offsets (X, Y): [5:0-1-8,Edge], [8:0-1-8,Edge], [15:0-3-0,Edge], [20:0-3-8,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 0.50 Vert(LL)-0.32 17-18 >704 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL)-0.50 17-18 >449 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horiz(TL)0.09 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 79 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1032/0-3-8, (min. 0-1-8), 22=1038/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/0, 3-4=-2830/0, 4-5=-4012/0, 5-6=-4012/0, 6-7=-4028/0, 7-8=-4012/0, 8-9=-4012/0, 9-10=-2830/0, 10-11=-2830/0, 11-12=-2830/0 BOT CHORD 21-22=0/1642, 20-21=0/1642, 19-20=0/3606, 18-19=0/4028, 17-18=0/4028, 16-17=0/4028, 15-16=0/3606, 14-15=0/1641 WEBS 2-22=-1889/0, 12-14=-1882/0, 2-20=0/1376, 12-15=0/1378, 4-20=-900/0, 9-15=-899/0, 4-19=0/580, 5-19=-331/224, 9-16=0/580, 8-16=-331/224, 6-19=-692/517, 7-16=-691/517, 6-18=-299/261, 7-17=-300/261 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F17 2 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:0mByyPyJH5y_tBNa77EBXuyn_UE-SJcbEtkvvTsqmpFZmTwrFs96Lt?a5e1VMswBffzeGie 4x8 4x8 3x4 3x4 3x6 21 20 19 18 17 16 15 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 W2W1 W3 W3BL1 BL1 B2 T1 B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-12,Edge], [4:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-12,Edge], [12:0-3-12,Edge],[15:0-2-4,Edge], [21:0-3-12,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 0.37 Vert(LL)-0.42 17-18 >611 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.65 17-18 >391 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.11 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1167/0-3-8, (min. 0-1-8), 22=1167/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3296/0, 3-4=-3296/0, 4-5=-4936/0, 5-6=-4936/0, 6-7=-5146/0, 7-8=-4936/0, 8-9=-4936/0, 9-10=-3296/0, 10-11=-3296/0, 11-12=-3296/0 BOT CHORD 21-22=0/1876, 20-21=0/4300, 19-20=0/4300, 18-19=0/5146, 17-18=0/5146, 16-17=0/5146, 15-16=0/4300, 14-15=0/1876 WEBS 2-22=-2154/0, 12-14=-2154/0, 2-21=0/1645, 12-15=0/1645, 4-21=-1163/0, 9-15=-1163/0, 4-19=0/738, 9-16=0/738, 6-19=-666/214, 7-16=-666/214 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . F18 24 1REN0-046176 Floor Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:0mByyPyJH5y_tBNa77EBXuyn_UE-SJcbEtkvvTsqmpFZmTwrFs98Nt1H5c?VMswBffzeGie 3x6 FP 37 38 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 ST1W1 W1BL1BL1 B2 T1 T2 B1 Scale = 1:37.8 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 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MR Weight: 72 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 21-7-1. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36 FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 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 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . FE01 4 1REN0-046176 Floor Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-SJcbEtkvvTsqmpFZmTwrFs9CwtBI5o2VMswBffzeGie 3x6 FP 19 38 37 39 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 ST1W1 W1 T1 B2B1 T2 BL1 BL2 Scale = 1:37.8 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 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 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 0.04 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MR Weight: 72 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 21-7-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 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 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . FE02 2 1REN0-046176 Floor Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:VzkK9lzx2P4rUKymhqlQ36yn_UD-SJcbEtkvvTsqmpFZmTwrFs9CltBS5o2VMswBffzeGie 3x6 FP MT18HS 3x10 FP 1.5x3 6x10 6x10 6x6 3x5 4x6 5x6 3x5 3x5 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W2W1 B2B2B1 B1 W3 W3BL1 BL1 T2 T3T1 T4 W4 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-4-8,Edge], [3:0-3-0,Edge], [5:0-3-12,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,Edge], [13:0-6-4,Edge], [14:Edge,0-1-8], [16:0-3-0,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [22:0-4-8,Edge], [23:Edge,0-3-0] 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)-0.43 18-19 >588 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL)-0.68 18-19 >374 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horiz(TL)0.08 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 130 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) *Except* W1:2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=2074/0-3-8, (min. 0-1-8), 23=1362/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4289/0, 3-4=-4289/0, 4-5=-4289/0, 5-6=-7012/0, 6-7=-7012/0, 7-8=-7012/0, 8-9=-7703/0, 9-10=-7703/0, 10-11=-6379/0, 11-12=-6379/0, 12-13=-6379/0 BOT CHORD 22-23=0/2361, 21-22=0/5809, 20-21=0/5809, 19-20=0/7012, 18-19=0/7651, 17-18=0/7296, 16-17=0/7296, 15-16=0/3704 WEBS 12-16=-1288/0, 2-23=-2667/0, 10-16=-1036/0, 2-22=0/2178, 10-18=0/460, 5-22=-1716/0, 8-18=-3/355, 5-20=0/1672, 8-19=-1112/0, 6-20=-586/0, 7-19=0/333, 13-15=-4184/0, 13-16=0/3173 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1182 lb down at 17-7-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 12=-1102 Job Truss Truss Type Qty Ply . FG01 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-SJcbEtkvvTsqmpFZmTwrFs96Ct1g5acVMswBffzeGie MT18HS 3x10 FP 3x6 FP MT18HS 3x10 FP 1.5x3 6x10 5x6 5x6 6x6 5x6 6x10 1.5x3 26 25 24 23 22 21 20 19 18 17 16 27 28123456789101112131415 W1 W3 B2B2B1 B1 W4 W4BL1 BL1 T2 T3T1 T4 W2 2-3-11 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-0,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [7:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [11:0-3-0,Edge], [13:0-3-0,Edge], [15:Edge,0-1-8], [16:Edge,0-3-0], [17:0-3-8,Edge], [19:0-1-8,Edge], [20:0-3-0,Edge], [21:0-3-0,Edge], [23:0-4-0,Edge], [25:0-3-0,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 0.45 Vert(LL)-0.40 22 >638 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL)-0.63 22 >405 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horiz(TL)0.09 16 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 133 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)16=1266/0-3-7, (min. 0-1-8), 26=2058/0-3-8, (min. 0-1-8) Max Grav 16=1266 (LC 1), 26=2060 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3765/0, 3-4=-6107/0, 4-5=-6107/0, 5-6=-6107/0, 6-7=-6633/0, 7-8=-6633/0, 8-9=-6432/0, 9-10=-6137/0, 10-11=-6137/0, 11-12=-3946/0, 12-13=-3946/0, 13-14=-3946/0 BOT CHORD 25-26=0/3765, 24-25=0/5169, 23-24=0/5169, 22-23=0/6587, 21-22=0/6432, 20-21=0/6432, 19-20=0/6432, 18-19=0/5254, 17-18=0/5254, 16-17=0/2195 WEBS 2-25=0/727, 2-26=-4228/0, 3-25=-1576/0, 14-16=-2479/0, 3-23=0/1059, 14-17=0/1979, 6-23=-543/0, 11-17=-1477/0, 6-22=-290/262, 7-22=-437/8, 11-19=0/1104, 10-19=-94/352, 8-22=-93/991, 9-19=-1238/0, 8-21=-498/0, 9-20=0/491 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1151 lb down at 2-3-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 16-26=-10, 1-15=-100 Concentrated Loads (lb) Vert: 2=-991 Job Truss Truss Type Qty Ply . FG02 4 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:53 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-SJcbEtkvvTsqmpFZmTwrFs968t?x5ZLVMswBffzeGie 4x8 4x8 3x4 3x4 3x6 21 20 19 18 17 16 15 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 W2W1 W3 W3BL1 BL1 B2 T1 B1 T2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-3-12,Edge], [4:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-12,Edge], [12:0-3-12,Edge],[15:0-2-4,Edge], [21:0-3-12,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 0.37 Vert(LL)-0.42 17-18 >611 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.65 17-18 >391 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.11 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1167/0-3-7, (min. 0-1-8), 22=1167/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3296/0, 3-4=-3296/0, 4-5=-4937/0, 5-6=-4937/0, 6-7=-5147/0, 7-8=-4937/0, 8-9=-4937/0, 9-10=-3296/0, 10-11=-3296/0, 11-12=-3296/0 BOT CHORD 21-22=0/1877, 20-21=0/4300, 19-20=0/4300, 18-19=0/5147, 17-18=0/5147, 16-17=0/5147, 15-16=0/4300, 14-15=0/1877 WEBS 2-22=-2154/0, 12-14=-2154/0, 2-21=0/1645, 12-15=0/1645, 4-21=-1163/0, 9-15=-1163/0, 4-19=0/738, 9-16=0/738, 6-19=-666/214, 7-16=-666/214 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . FG03 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:vYQTon?qLKTQLohLMyJ7hkyn_UA-wVAzRDlXgm_hNzqlKBS4o3hJ7HNWq2FebWgkB5zeGid 1.5x3 5x6 1.5x3 1.5x3 5x6 3x8 3x5 8 7 6 91 2 3 4 W1 T1T1 W2 B1 BL1 Scale = 1:26.4 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [4: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 0.13 Vert(LL)-0.03 6-7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL)-0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horiz(TL)0.02 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1149/ Mechanical, (min. 0-1-8), 8=1143/0-8-13, (min. 0-1-8) Max Grav 5=1202 (LC 4), 8=1196 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/0 BOT CHORD 7-8=0/1792, 6-7=0/1792, 5-6=0/1792 WEBS 2-8=-2087/0, 3-5=-2088/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)929 lb down at 1-10-4, and 929 lb down at 3-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-849, 3=-849 Job Truss Truss Type Qty Ply . FG04 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-wVAzRDlXgm_hNzqlKBS4o3hMuHOnq60ebWgkB5zeGid 3x6 FP 3x6 FP 3x6 FP 1.5x3 6x10 5x6 4x6 4x6 3x5 5x6 3x5 5x6 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W1 W2 B2B2B1 B1 W4 W4 T3T2 T4T1 W3 BL2BL1 3-11-3 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-4-4,Edge], [3:0-3-0,Edge], [6:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [13:0-2-8,Edge], [14:Edge,0-1-8], [15:Edge,0-3-0], [16:0-3-0,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [22:0-5-12,Edge], [23:Edge,0-2-0] 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 0.42 Vert(LL)-0.32 19-20 >806 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL)-0.50 19-20 >515 360 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horiz(TL)0.07 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 261 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=1527/0-3-8, (min. 0-1-8), 23=2802/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8992/0, 3-4=-8992/0, 4-5=-8992/0, 5-6=-9726/0, 6-7=-9726/0, 7-8=-8320/0, 8-9=-8320/0, 9-10=-8320/0, 10-11=-4915/0, 11-12=-4915/0, 12-13=-4915/0 BOT CHORD 22-23=0/5205, 21-22=0/9620, 20-21=0/9620, 19-20=0/9338, 18-19=0/8320, 17-18=0/6731, 16-17=0/6731, 15-16=0/2665 WEBS 3-22=-2193/0, 5-22=-704/0, 13-15=-3010/0, 13-16=0/2541, 12-16=-251/0, 7-20=0/726, 10-16=-2052/0, 7-19=-1564/0, 10-18=0/2133, 8-19=0/531, 9-18=-792/0, 2-23=-5835/0, 2-22=0/4505 NOTES 1)Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)2075 lb down at 3-11-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 3=-1995 Job Truss Truss Type Qty Ply . FG05 2 2REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-wVAzRDlXgm_hNzqlKBS4o3hIMHKxq2FebWgkB5zeGid 1.5x3 5x6 1.5x3 1.5x3 5x6 3x10 3x5 8 7 6 91 10 2 3 4 W1 T1T1 W2 B1 BL1 Scale = 1:26.4 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [4: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 0.58 Vert(LL)-0.04 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL)-0.06 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horiz(TL)0.02 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 33 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=2001/ Mechanical, (min. 0-1-8), 8=1239/1-0-3, (min. 0-1-8) Max Grav 5=2095 (LC 4), 8=1293 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-262/0, 1-9=-262/0, 4-5=-1062/0, 2-3=-1945/0 BOT CHORD 7-8=0/1945, 6-7=0/1945, 5-6=0/1945 WEBS 2-8=-2186/0, 3-5=-2196/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)930 lb down at 1-10-4, and 930 lb down at 3-10-4, and 937 lb down at 6-1-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 4=-885, 3=-850, 10=-850 Job Truss Truss Type Qty Ply . FG06 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-wVAzRDlXgm_hNzqlKBS4o3hFsHNCq5DebWgkB5zeGid 3x6 FP 37 38 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 ST1W1 W1BL1BL1 B2 T1 T2 B1 Scale = 1:37.8 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 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MR Weight: 72 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 21-7-1. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36 FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 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 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . FG07 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:Nk_r?70S6ebGzyFYwgqMEyyn_U9-wVAzRDlXgm_hNzqlKBS4o3hNgHXXqEIebWgkB5zeGid 3x6 FP MT18HS 3x10 FP 1.5x3 MT18HS 6x12 5x8 5x6 4x6 3x5 3x5 5x6 3x5 3x5 5x8 3x5 24 23 22 21 20 19 18 17 16 15 25 261234567891011121314 W2W1 B2B2 T2 T2 B1 B1 T1T1 W3 W3BL1 BL1 Scale = 1:37.8 Plate Offsets (X, Y): [3:0-3-0,Edge], [5:0-3-0,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [14:Edge,0-1-8], [15:Edge,0-3-0], [16:0-3-8,Edge], [18:0-1-12,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [21:0-3-0,Edge], [23:0-3-12,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 0.40 Vert(LL)-0.39 20 >646 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL)-0.62 20 >414 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horiz(TL)0.09 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 131 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=1270/0-3-8, (min. 0-1-8), 24=2131/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5192/0, 3-4=-5192/0, 4-5=-5192/0, 5-6=-6636/0, 6-7=-6636/0, 7-8=-6639/0, 8-9=-6161/0, 9-10=-6161/0, 10-11=-3967/0, 11-12=-3967/0, 12-13=-3967/0 BOT CHORD 23-24=0/3800, 22-23=0/6115, 21-22=0/6115, 20-21=0/6639, 19-20=0/6639, 18-19=0/6639, 17-18=0/5281, 16-17=0/5281, 15-16=0/2206 WEBS 2-24=-4292/0, 13-15=-2492/0, 2-23=0/1573, 13-16=0/1989, 5-23=-1043/0, 10-16=-1484/0, 5-21=0/588, 6-21=-277/0, 10-18=0/994, 7-21=-369/546, 8-18=-1036/0, 8-19=-41/252 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1228 lb down at 2-3-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Vert: 2=-1068 Job Truss Truss Type Qty Ply . FG08 4 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:z9IjN5_ZpjCi6UXzFXHfcJyn_UC-wVAzRDlXgm_hNzqlKBS4o3hIfHJ9q3LebWgkB5zeGid 3x6 FP MT18HS 3x10 FP 1.5x3 6x10 6x10 5x6 4x6 3x5 3x5 5x6 3x5 3x5 5x8 3x5 24 23 22 21 20 19 18 17 16 15 25 261234275286782993010111231133214 W2W1 B2B2 T2 T2 B1 B1 T1T1 W3 W3BL1 BL1 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-4-8,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [13:0-4-12,Edge], [14:Edge,0-1-8], [15:Edge,0-3-0], [16:0-3-4,Edge], [18:0-1-12,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [21:0-2-12,Edge], [23:0-4-8,Edge], [24:Edge,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 0.90 TC 0.46 Vert(LL)-0.32 19-20 >793 240 MT20 197/144 TCDL 10.0 Plate Metal DOL 0.90 BC 0.89 Vert(TL)-0.67 19-20 >382 180 MT18HS 197/144 BCLL 0.0 Lumber DOL 0.90 WB 0.63 Horiz(TL)0.09 15 n/a n/a BCDL 5.0 Rep Stress Incr NO Matrix-MS Code IBC2012/TPI2007 Weight: 262 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=2514/0-3-8, (min. 0-1-8), 24=2399/0-3-8, (min. 0-1-8) Max Uplift 15=-420 (LC 6), 24=-388 (LC 6) Max Grav 15=2814 (LC 4), 24=2717 (LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8877/1364, 3-4=-8877/1364, 4-27=-8877/1364, 5-27=-8877/1364, 5-28=-13389/2065, 6-28=-13389/2065, 6-7=-13389/2065, 7-8=-13975/2156, 8-29=-13360/2055, 9-29=-13360/2055, 9-30=-13360/2055, 10-30=-13360/2055, 10-11=-8798/1338, 11-12=-8798/1338, 12-31=-8798/1338, 13-31=-8798/1338 BOT CHORD 23-24=-765/4952, 22-23=-1818/11699, 21-22=-1818/11699, 20-21=-2156/13975, 19-20=-2156/13975, 18-19=-2156/13975, 17-18=-1808/11666, 16-17=-1808/11666, 15-16=-780/4998 WEBS 2-24=-5593/864, 13-15=-5645/881, 2-23=-676/4434, 3-23=-543/106, 13-16=-630/4293, 12-16=-453/76, 5-23=-3187/514, 10-16=-3239/531, 5-21=-278/1909, 6-21=-499/84, 10-18=-280/1914, 9-18=-492/82, 7-21=-1023/112, 8-18=-1058/123 NOTES 1)Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)This truss is not designed to be used as a floor truss. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x5 MT20 unless otherwise indicated. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 24 and 420 lb uplift at joint 15. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)428 lb down and 119 lb up at 2-0-12, 428 lb down and 119 lb up at 4-0-12, 428 lb down and 119 lb up at 6-0-12, 428 lb down and 119 lb up at 8-0-12, 428 lb down and 119 lb up at 10-0-12, 428 lb down and 119 lb up at 12-0-12, 428 lb down and 119 lb up at 14-0-12, 428 lb down and 119 lb up at 16-0-12, and 428 lb down and 119 lb up at 18-0-12,and 428 lb down and 119 lb up at 20-0-12 on top chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 15-24=-10, 1-14=-20 Concentrated Loads (lb) Vert: 11=-428, 2=-428, 3=-428, 7=-428, 27=-428, 28=-428, 29=-428, 30=-428, 31=-428, 32=-428 Job Truss Truss Type Qty Ply . FG09 2 2REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:54 Page: 1 ID:z9IjN5_ZpjCi6UXzFXHfcJyn_UC-wVAzRDlXgm_hNzqlKBS4o3hHjHKxq54ebWgkB5zeGid 3x6 FP 19 38 37 39 1 2 40 3 4 5 41 6 7 8 42 9 10 11 43 12 1314 15 44 16 17 18 ST1W1 W1 T1 B2B1 T2 BL1 BL2 Scale = 1:37.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 0.90 TC 0.45 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Plate Metal DOL 0.90 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Lumber DOL 0.90 WB 0.09 Horiz(TL)n/a -n/a n/a BCDL 5.0 Rep Stress Incr NO Matrix-MR Code IBC2012/TPI2007 Weight: 72 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 21-7-0. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 Max Grav All reactions 250 (lb) or less at joint(s) 19 except 20=362 (LC 4), 21=294 (LC 4), 22=276 (LC 4), 23=322 (LC 4), 24=304 (LC 4), 25=273 (LC 4), 26=323 (LC 4), 27=304 (LC 4), 28=273 (LC 4), 29=323 (LC 4), 31=304 (LC 4), 32=273 (LC 4), 33=322 (LC 4), 34=304 (LC 4), 35=272 (LC 4), 36=304 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 36-37=-301/72, 1-37=-301/73 WEBS 2-35=-256/39, 3-34=-291/50, 4-33=-308/57, 5-32=-259/39, 6-31=-290/50, 7-29=-309/57, 8-28=-259/39, 9-27=-290/50, 10-26=-309/57, 11-25=-259/39, 12-24=-290/50, 14-23=-308/57, 15-22=-262/40, 16-21=-280/48, 17-20=-348/67 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 35,34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)329 lb down and 90 lb up at 0-2-4, 318 lb down and 97 lb up at 2-0-12, 318 lb down and 97 lb up at 4-0-12, 318 lb down and 97 lb up at 6-0-12, 318 lb down and 97 lb up at 8-0-12, 318 lb down and 97 lb up at 10-0-12, 318 lb down and 97 lb up at 12-0-12, 318 lb down and 97 lb up at 14-0-12, 318 lb down and 97 lb up at 16-0-12, and 318 lb down and 97 lb up at 18-0-12, and 318 lb down and 97 lb up at 20-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 19-36=-10, 1-18=-20 Concentrated Loads (lb) Vert: 1=-329, 4=-318, 7=-318, 10=-318, 14=-318, 17=-318, 40=-318, 41=-318, 42=-318, 43=-318, 44=-318 Job Truss Truss Type Qty Ply . FG10 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:RLs5aR_Ca0KZke69oFou8Xyn_UB-OikLfZmAR46Y?7PxuuzJKHESegtmZglopAPIjXzeGic 3x5 3x5 3x5 3x5 3x5 1 2 3 W1 T1T1 W2 B1 Scale = 1:21.4 Plate Offsets (X, Y): [1:Edge,0-1-8], [2:0-3-0,Edge], [3:Edge,0-1-8], [4:0-2-0,Edge], [5:0-2-0,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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL)-0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MP Weight: 16 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=596/ Mechanical, (min. 0-1-8), 5=596/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/504 WEBS 2-5=-718/0, 2-4=-718/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)944 lb down at 1-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 2=-944 Job Truss Truss Type Qty Ply . FG11 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:VzkK9lzx2P4rUKymhqlQ36yn_UD-OikLfZmAR46Y?7PxuuzJKHEZtgrFZfCopAPIjXzeGic 3x5 3x8 5x6 1.5x3 1.5x3 5x6 3x8 3x5 7 6 5 91102113124 W1 T1T1 W2 B1 BL1 Scale = 1:25.6 Plate Offsets (X, Y): [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-3-0,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 0.63 Vert(LL)-0.03 6-7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL)-0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horiz(TL)0.02 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1657/0-3-8, (min. 0-1-8), 8=1505/ Mechanical, (min. 0-1-8) Max Grav 5=1737 (LC 4), 8=1584 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-516/0, 5-9=-699/0, 4-9=-698/0, 2-11=-1686/0, 3-11=-1686/0 BOT CHORD 7-8=0/1686, 6-7=0/1686, 5-6=0/1686 WEBS 2-8=-1986/0, 3-5=-1947/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)931 lb down at 0-11-2, and 929 lb down at 2-11-2, and 935 lb down at 4-11-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 10=-859, 11=-849, 12=-877 Job Truss Truss Type Qty Ply . FG12 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:hhnIf8_eh4mRZrH5a47GBAymxPx-OikLfZmAR46Y?7PxuuzJKHEQqgm6ZZjopAPIjXzeGic 1.5x3 4x6 1.5x3 1.5x3 4x6 3x6 3x5 8 7 6 91 2 10 3 11 4 W1 T1T1 W2 B1 BL1 Scale = 1:28.4 Plate Offsets (X, Y): [2:0-3-0,Edge], [3:0-3-0,Edge], [4: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 0.39 Vert(LL)-0.01 6-7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL)-0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horiz(TL)0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 25 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1351/ Mechanical, (min. 0-1-8), 8=830/0-8-11, (min. 0-1-8) Max Grav 5=1421 (LC 4), 8=869 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-538/0, 2-10=-987/0, 3-10=-987/0 BOT CHORD 7-8=0/987, 6-7=0/987, 5-6=0/987 WEBS 2-8=-1321/0, 3-5=-1315/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)929 lb down at 1-10-4, and 934 lb down at 3-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 10=-849, 11=-874 Job Truss Truss Type Qty Ply . FG13 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:hhnIf8_eh4mRZrH5a47GBAymxPx-OikLfZmAR46Y?7PxuuzJKHETagpNZcropAPIjXzeGic 3x6 FP MT18HS 3x10 FP 1.5x3 6x10 6x10 6x8 3x5 4x6 5x6 3x5 3x5 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W1 W2 B2B2B1 B1 W5W5W3W3W4W4BL1 BL1 T2 T3T1 T4 3-11-3 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-4-4,Edge], [3:0-3-0,Edge], [5:0-3-4,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,Edge], [14:0-3-0,Edge], [15:Edge,0-3-0], [16:0-4-4,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [22:0-4-4,Edge], [23:Edge,0-3-0] 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 0.42 Vert(LL)-0.44 18-19 >581 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL)-0.69 18-19 >371 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horiz(TL)0.10 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 135 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* B2:2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2,W5:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=2381/0-3-8, (min. 0-1-8), 23=1436/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4577/0, 3-4=-4577/0, 4-5=-4577/0, 5-6=-7604/0, 6-7=-7604/0, 7-8=-7604/0, 8-9=-8610/0, 9-10=-8610/0, 10-11=-7577/0, 11-12=-7577/0, 12-13=-7577/0 BOT CHORD 22-23=0/2497, 21-22=0/6219, 20-21=0/6219, 19-20=0/7604, 18-19=0/8408, 17-18=0/8333, 16-17=0/8333, 15-16=0/4425 WEBS 12-16=-1676/0, 2-23=-2820/0, 10-16=-854/0, 2-22=0/2350, 10-18=0/313, 5-22=-1855/0, 8-18=0/519, 5-20=0/1885, 8-19=-1309/0, 6-20=-692/0, 7-19=0/430, 13-15=-4960/0, 13-16=0/3743 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1564 lb down at 17-7-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 12=-1484 Job Truss Truss Type Qty Ply . FG14 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:9tLgsU?GSOuIB?sH8neVkOymxPw-OikLfZmAR46Y?7PxuuzJKHET6gipZTdopAPIjXzeGic 3x6 FP MT18HS 3x10 FP 1.5x3 6x10 6x10 6x6 3x5 4x6 5x6 3x5 3x5 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W1 W2 B2B2B1 B1 W5W5W3W3W4W4BL1 BL1 T2 T3T1 T4 3-11-3 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-4-4,Edge], [3:0-3-0,Edge], [5:0-3-8,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [9:0-3-0,Edge], [12:0-3-0,Edge], [14:0-3-0,Edge], [15:Edge,0-3-0], [16:0-4-8,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [20:0-1-8,Edge], [22:0-4-4,Edge], [23:Edge,0-3-0] 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 0.40 Vert(LL)-0.42 18-19 >609 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL)-0.65 18-19 >390 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horiz(TL)0.09 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 135 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2,W5:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=2248/0-3-8, (min. 0-1-8), 23=1407/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4463/0, 3-4=-4463/0, 4-5=-4463/0, 5-6=-7372/0, 6-7=-7372/0, 7-8=-7372/0, 8-9=-8254/0, 9-10=-8254/0, 10-11=-7114/0, 11-12=-7114/0, 12-13=-7114/0 BOT CHORD 22-23=0/2443, 21-22=0/6054, 20-21=0/6054, 19-20=0/7372, 18-19=0/8108, 17-18=0/7922, 16-17=0/7922, 15-16=0/4167 WEBS 12-16=-1517/0, 2-23=-2759/0, 10-16=-913/0, 2-22=0/2282, 10-18=0/375, 5-22=-1797/0, 8-18=0/456, 5-20=0/1805, 8-19=-1230/0, 6-20=-661/0, 7-19=0/401, 13-15=-4671/0, 13-16=0/3499 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1401 lb down at 17-7-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 12=-1321 Job Truss Truss Type Qty Ply . FG15 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:55 Page: 1 ID:9tLgsU?GSOuIB?sH8neVkOymxPw-OikLfZmAR46Y?7PxuuzJKHETPgjlZUGopAPIjXzeGic 3x6 FP MT18HS 3x10 FP 1.5x3 MT18HS 8x12 MT18HS 8x12 5x6 4x6 4x6 3x5 6x6 3x5 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W2W1 B2B2B1 B1 W4 W4 T3T2 T4T1 W3BL1 BL2 3-11-2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-5-0,Edge], [3:0-3-0,Edge], [6:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [13:0-4-12,Edge], [14:0-3-0,Edge], [15:Edge,0-3-0], [16:0-3-4,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [22:0-5-0,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 0.42 Vert(LL)-0.43 19-20 >597 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL)-0.67 19-20 >381 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horiz(TL)0.09 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 130 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* B2:2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W2,W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=1338/0-3-8, (min. 0-1-8), 23=1986/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6060/0, 3-4=-6060/0, 4-5=-6060/0, 5-6=-7475/0, 6-7=-7475/0, 7-8=-6895/0, 8-9=-6895/0, 9-10=-6895/0, 10-11=-4278/0, 11-12=-4278/0, 12-13=-4278/0 BOT CHORD 22-23=0/3539, 21-22=0/7015, 20-21=0/7015, 19-20=0/7475, 18-19=0/6895, 17-18=0/5747, 16-17=0/5747, 15-16=0/2390 WEBS 3-22=-1185/0, 2-23=-3997/0, 2-22=0/3001, 5-22=-1079/0, 13-15=-2676/0, 5-20=0/519, 13-16=0/2133, 7-20=-58/301, 10-16=-1659/0, 7-19=-1045/0, 10-18=0/1607, 8-19=0/307, 9-18=-560/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1070 lb down at 3-11-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 3=-990 Job Truss Truss Type Qty Ply . FG16 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:56 Page: 1 ID:9tLgsU?GSOuIB?sH8neVkOymxPw-suIjsvmoCOEPdH_8ScUYtUmds44cIx7x2q9rF_zeGib 1.5x3 4x6 1.5x3 1.5x3 4x6 3x8 3x5 8 7 6 91 10 2 11 3 4 W1 T1T1 W2 B1 BL1 Scale = 1:26.4 Plate Offsets (X, Y): [2:0-3-0,Edge], [3:0-3-0,Edge], [4: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 0.63 Vert(LL)-0.03 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL)-0.05 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horiz(TL)0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=1808/ Mechanical, (min. 0-1-8), 8=1335/0-3-8, (min. 0-1-8) Max Grav 5=1894 (LC 4), 8=1407 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-459/0, 1-9=-458/0, 4-5=-950/0, 2-11=-1502/0, 3-11=-1502/0 BOT CHORD 7-8=0/1502, 6-7=0/1502, 5-6=0/1502 WEBS 2-8=-1748/0, 3-5=-1772/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)924 lb down at 1-1-8, and 923 lb down at 3-1-8,and 930 lb down at 5-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 4=-879, 10=-846, 11=-843 Job Truss Truss Type Qty Ply . FG17 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:56 Page: 1 ID:hhnIf8_eh4mRZrH5a47GBAymxPx-suIjsvmoCOEPdH_8ScUYtUmaa45sI1wx2q9rF_zeGib 3x6 FP MT18HS 3x10 FP 1.5x3 MT18HS 8x12 8x10 5x6 5x6 4x6 3x5 6x8 3x5 3x5 23 22 21 20 19 18 17 16 15 24 251234567891011121314 W1 W4 B2B2B1 B1 W2W2 W5 W5W3W3 T3T2 T4T1 BL1 BL2 3-11-2 Scale = 1:37.8 Plate Offsets (X, Y): [2:0-5-12,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [12:0-3-0,Edge], [14:0-3-0,Edge], [15:Edge,0-3-0], [16:0-4-8,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [22:0-3-12,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 0.45 Vert(LL)-0.45 19-20 >567 480 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL)-0.71 19-20 >362 360 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horiz(TL)0.09 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MS Weight: 145 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2:2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* W1,W5:2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)15=1487/0-3-8, (min. 0-1-8), 23=2642/0-3-8, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8442/0, 3-4=-8442/0, 4-5=-8442/0, 5-6=-9308/0, 6-7=-9308/0, 7-8=-8094/0, 8-9=-8094/0, 9-10=-8094/0, 10-11=-4843/0, 11-12=-4843/0, 12-13=-4843/0 BOT CHORD 22-23=0/4929, 21-22=0/9132, 20-21=0/9132, 19-20=0/9016, 18-19=0/8094, 17-18=0/6600, 16-17=0/6600, 15-16=0/2671 WEBS 3-22=-1969/0, 5-22=-780/0, 13-15=-2992/0, 13-16=0/2453, 7-20=0/628, 10-16=-1984/0, 7-19=-1449/0, 10-18=0/2014, 8-19=0/456, 9-18=-710/0, 2-23=-5526/0, 2-22=0/4182 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1874 lb down at 3-11-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-23=-10, 1-14=-100 Concentrated Loads (lb) Vert: 3=-1794 Job Truss Truss Type Qty Ply . FG18 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:56 Page: 1 ID:d4v24p0vDi09o9RTiV9kHbymxPv-suIjsvmoCOEPdH_8ScUYtUmcO44JIvnx2q9rF_zeGib 3x5 3x5 3x5 3x5 3x5 4 6 1 2 3 W1 T1T1 W2 B1 BL1 Scale = 1:22.1 Plate Offsets (X, Y): [1:Edge,0-1-8], [2:0-3-0,Edge], [3:0-3-0,Edge], [4:0-2-0,Edge], [5:0-2-0,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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)-0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-MP Weight: 17 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=991/0-3-10, (min. 0-1-8), 5=1043/ Mechanical, (min. 0-1-8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-929/0, 4-6=-924/0, 3-6=-923/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)882 lb down at 0-1-8, and 880 lb down at 2-7-1 on top chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 3=-880, 1=-882 Job Truss Truss Type Qty Ply . FG19 2 1REN0-046176 Floor Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:40:56 Page: 1 ID:hhnIf8_eh4mRZrH5a47GBAymxPx-suIjsvmoCOEPdH_8ScUYtUmiY4CCI8ox2q9rF_zeGib