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HomeMy WebLinkAboutM002.1Job 16489 Truss F101 Truss Type Floor Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:24 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-8YkDr1VKvcuWRZMQRzo6MeMKIhqjVJJS06DsXJyCeUn Scale = 1:29.6 B1 W2 BL1 T2 W1W1W3 W1 W1 W1 W1 B1 T1 983#/0#977#/0# 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 3x12 MT18HS FP 3x4 4x6 3x4 1.5x4 4x8 3x6 FP 1.5x4 3x4 1.5x4 3x4 1.5x4 6x10 4x8 1.5x4 4x8 3x6 1.5x4 6x10 5-10-8 5-10-8 6-0-0 0-1-8 6-9-0 0-9-0 7-6-0 0-9-0 18-1-8 10-7-8 0-6-0 2-6-0 1-6-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-12,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [10:0-1-8,Edge], [12:0-2-12,Edge], [17:0-4-12,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.92 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.58 0.06 (loc) 13-15 13-15 11 l/defl >508 >371 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W1: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. REACTIONS.(lb/size) 18=983/0-3-8 (min. 0-1-8), 11=977/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-19=-966/0, 10-19=-965/0, 2-3=-2477/0, 3-4=-2477/0, 4-5=-3920/0, 5-6=-4244/0, 6-7=-4244/0, 7-8=-2220/0, 8-9=-2220/0, 9-10=-2220/0 BOT CHORD 17-18=0/612, 16-17=0/3920, 15-16=0/3920, 14-15=0/3920, 13-14=0/3920, 12-13=0/3515 WEBS 4-16=0/278, 4-17=-1594/0, 3-17=-271/33, 2-17=0/2012, 2-18=-1190/0, 5-13=-313/642, 6-13=-345/0, 7-13=0/786, 7-12=-1399/0, 9-12=-297/0, 10-12=0/2326 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 and 11. This connection is for uplift only and does not consider lateral forces. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss F102 Truss Type FLOOR Qty 8 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:26 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-4ws_GjXaRD8EgtVpZOraR3RhbUaWz8_lTQiybByCeUl Scale = 1:34.6 B1 B2 W2 BL1 T1 W1W1W3 W1 W1 W1 W1 W4 B3 B4 T2 1129#/0#1129#/0# 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 6x6 3x8 MT18HS FP 3x8 MT18HS FP 3x4 6x8 1.5x4 1.5x4 3x6 FP 3x6 4x6 3x6 3x6 1.5x4 8x12 4x8 6x8 1.5x4 3x6 1.5x4 5x9 3x12 MT18HS 6-0-0 6-0-0 6-9-0 0-9-0 7-6-0 0-9-0 20-10-0 13-4-0 0-6-0 2-6-0 1-6-0 2-8-8 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [13:0-3-0,Edge], [16:0-3-0,0-0-0], [19:0-5-12,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.67 0.04 (loc) 15-16 15-16 12 l/defl >503 >366 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 101 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* B2,B3: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W1: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 20=1129/0-3-8 (min. 0-1-8), 12=1129/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3050/0, 3-4=-3050/0, 4-5=-5125/0, 5-6=-5943/0, 6-7=-5943/0, 7-8=-4545/0, 8-9=-4545/0, 9-10=-4545/0 BOT CHORD 19-20=0/732, 18-19=0/5125, 17-18=0/5125, 16-17=0/5125, 15-16=0/5125, 14-15=0/5585, 13-14=0/5585, 12-13=0/2961 WEBS 4-17=0/562, 5-16=-514/0, 4-19=-2214/0, 3-19=-261/0, 2-19=0/2481, 2-20=-1361/0, 5-15=-133/1145, 6-15=-295/0, 7-15=0/409, 7-13=-1114/0, 10-13=0/1696, 10-12=-3097/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20 and 12. This connection is for uplift only and does not consider lateral forces. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss F102B Truss Type FLOOR Qty 4 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:29 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-VVY6ulZTk8WpXKEOEWOH3i3GfiaUAWvB9OxdCWyCeUi Scale = 1:34.6 B1 B2 W3 BL1 T1 W1W4W5 W1 W1 W1 W4 W6 T2 B3 B4 T3 1394#/0#1309#/0# 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 6x6 3x8 MT18HS FP 3x8 MT18HS FP 3x4 6x8 1.5x4 1.5x4 3x6 FP 3x6 6x6 3x6 6x6 4x8 8x16 6x10 6x10 3x6 6x6 4x8 6x10 5x12 MT18HS 5-4-8 5-4-8 5-7-8 0-3-0 5-10-8 0-3-0 6-0-0 0-1-8 6-9-0 0-9-0 7-6-0 0-9-0 7-7-8 0-1-8 8-11-12 1-4-4 10-4-0 1-4-4 20-10-0 10-6-0 0-6-0 2-6-0 1-6-0 2-8-8 0-1-8 1-2-00-1-81-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-0,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-3-0,Edge], [13:0-3-0,Edge], [16:0-3-0,0-0-0], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.75 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.68 0.06 (loc) 15-16 15-16 12 l/defl >630 >362 n/a L/d 600 360 n/a PLATES MT20 MT18HS Weight: 126 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP DSS(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* B2,B3: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) *Except* W4,W6: 2x4 SPF No.2(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) 20=1394/0-3-8 (min. 0-1-8), 12=1309/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-3939/0, 3-22=-3939/0, 3-4=-3946/0, 4-5=-6969/0, 5-6=-8090/0, 6-7=-8090/0, 7-23=-5536/0, 8-23=-5533/0, 8-9=-5532/0, 9-10=-5532/0 BOT CHORD 19-20=0/913, 18-19=0/6969, 17-18=0/6969, 16-17=0/6969, 15-16=0/6969, 14-15=0/7410, 13-14=0/7410, 12-13=0/3506 WEBS 4-17=0/393, 5-16=-367/0, 4-19=-3209/0, 2-19=0/3240, 2-20=-1697/0, 5-15=0/1462, 6-15=-521/0, 7-15=0/722, 7-13=-1995/0, 10-13=0/2170, 10-12=-3667/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20 and 12. This connection is for uplift only and does not consider lateral forces. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-100, 22-23=-140(F=-40), 11-23=-100 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-100, 22-23=-140(F=-40), 11-23=-100 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-100, 5-22=-140(F=-40), 5-23=-60(F=-40), 11-23=-20 Continued on page 2 Job 16489 Truss F102B Truss Type FLOOR Qty 4 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:29 2019 Page 2 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-VVY6ulZTk8WpXKEOEWOH3i3GfiaUAWvB9OxdCWyCeUi LOAD CASE(S) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-20, 4-22=-60(F=-40), 4-23=-140(F=-40), 11-23=-100 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-100, 5-22=-140(F=-40), 5-23=-60(F=-40), 11-23=-20 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-20=-10, 1-22=-20, 4-22=-60(F=-40), 4-23=-140(F=-40), 11-23=-100 Job 16489 Truss F103 Truss Type Floor Qty 23 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:31 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-RuftJQajGlmWneOnMxQl878YQVDveVxUdiQjHPyCeUg Scale = 1:30.1 B1 W1 BL1 T1 W2W2W3 W2 W2 W2 W2 W4 B2 T2 1023#/0#1017#/0# 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x12 MT18HS FP 3x6 FP3x4 3x4 6x10 4x8 4x6 4x6 3x6 6x10 4x8 4x6 5-10-8 5-10-8 6-0-0 0-1-8 6-9-0 0-9-0 7-6-0 0-9-0 7-7-8 0-1-8 18-9-8 11-2-0 0-7-8 2-6-0 1-6-0 0-8-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [10:0-2-8,Edge], [12:Edge,0-1-8], [13:0-3-0,Edge], [18:0-4-12,Edge], [19:Edge,0-1-8], [20:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.94 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.62 0.07 (loc) 14-15 14-15 12 l/defl >495 >361 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 72 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T1: 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: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 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) 19=1023/0-5-8 (min. 0-1-8), 12=1017/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2637/0, 3-4=-2637/0, 4-5=-4188/0, 5-6=-4632/0, 6-7=-4632/0, 7-8=-2751/0, 8-9=-2751/0, 9-10=-2751/0 BOT CHORD 18-19=0/694, 17-18=0/4188, 16-17=0/4188, 15-16=0/4188, 14-15=0/4188, 13-14=0/3979, 12-13=0/782 WEBS 4-16=0/273, 4-18=-1705/0, 3-18=-269/48, 2-18=0/2097, 2-19=-1261/0, 5-14=-266/766, 6-14=-361/0, 7-14=0/704, 7-13=-1326/0, 9-13=-263/0, 10-13=0/2125, 10-12=-1295/0 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 1.5x4 MT20 unless otherwise indicated. 4) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19 and 12. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss F103B Truss Type Floor Qty 2 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:33 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-NGndk6czoN0E0xY9TMTDDYEusJuJ6O4n40vqLHyCeUe Scale = 1:30.0 B1 W1 BL1 T1 W2W3 W2 W2 W2 W2 W4 B2 T2 998#/0# 992#/0# 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 2x4 3x12 MT18HS FP 4x8 1.5x4 1.5x4 3x6 FP 1.5x4 3x6 1.5x4 3x4 1.5x4 5x12 MT18HS 1.5x4 4x8 3x6 1.5x4 5x9 4x8 4x6 5-6-8 5-6-8 6-3-8 0-9-0 7-0-8 0-9-0 7-2-0 0-1-8 18-4-0 11-2-0 2-8-0 2-6-0 1-6-0 0-8-0 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [9:0-2-12,Edge], [11:Edge,0-1-8], [12:0-2-4,Edge], [17:0-5-12,Edge], [19:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.95 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.60 0.06 (loc) 13-14 13-14 11 l/defl >497 >363 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 70 lb FT = 20%F, 11%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T1: 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,W3: 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS.(lb/size) 18=998/Mechanical, 11=992/0-3-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-974/0, 1-2=-2280/0, 2-3=-2280/0, 3-4=-3899/0, 4-5=-4432/0, 5-6=-4432/0, 6-7=-2670/0, 7-8=-2670/0, 8-9=-2670/0 BOT CHORD 16-17=0/3899, 15-16=0/3899, 14-15=0/3899, 13-14=0/3899, 12-13=0/3837, 11-12=0/762 WEBS 3-15=0/289, 4-14=-254/0, 3-17=-1759/0, 2-17=-309/28, 1-17=0/2433, 4-13=-195/825, 5-13=-365/0, 6-13=0/643, 6-12=-1260/0, 8-12=-264/0, 9-12=0/2059, 9-11=-1262/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss F104 Truss Type Floor Qty 6 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:35 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-JfvN9oeEJ_GyGFhYbnVhJzJNQ6l_aQK4YKOxQAyCeUc Scale = 1:14.4 B1 W1 BL1 T1 422#/0#415#/0# 1 2 3 4 5 8 7 6 9 3x4 3x6 1.5x4 3x6 1.5x4 3x4 3x6 1.5x4 3x4 7-11-0 7-11-0 1-9-14 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.23 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=422/0-3-8 (min. 0-1-8), 6=415/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/0, 3-4=-810/0 BOT CHORD 7-8=0/613, 6-7=0/611 WEBS 2-8=-695/0, 4-6=-688/0 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. LOAD CASE(S) Standard Job 16489 Truss F105 Truss Type Floor Qty 7 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:37 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-G218ZUfUrbXgVZrwiCX9OOOiBwM_2GNN?et2U2yCeUa Scale = 1:19.2 B1 W1 BL1 T1 W3 635#/0#642#/0# 1 2 3 4 5 6 7 11 10 9 8 12 3x4 1.5x4 3x6 1.5x4 3x4 3x6 3x6 3x4 3x6 1.5x4 3x4 1.5x4 0-3-0 0-3-0 5-3-0 5-0-0 5-10-12 0-7-12 6-6-8 0-7-12 7-8-0 1-1-8 11-11-0 4-3-0 1-9-14 2-0-10 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [12:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.52 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 47 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=635/0-3-8 (min. 0-1-8), 11=642/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1614/0, 3-4=-1614/0, 4-5=-1660/0, 5-6=-1660/0 BOT CHORD 10-11=0/1020, 9-10=0/1813, 8-9=0/1114 WEBS 6-8=-1229/0, 6-9=0/624, 2-11=-1157/0, 2-10=0/679 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 11. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. LOAD CASE(S) Standard Job 16489 Truss F106 Truss Type Floor Qty 4 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:39 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-CQ8u_9hkNDnOks?JqcZdTpT0Dj?oW4YgSyM9ZxyCeUY Scale = 1:22.6 B1 W1 BL1 T1 W3 745#/0#752#/0# 1 2 3 4 5 6 7 8 13 12 11 10 9 14 3x4 3x4 3x6 1.5x4 4x6 3x4 3x6 3x6 4x8 1.5x4 3x4 1.5x4 1.5x4 4x8 5-4-8 5-4-8 5-7-12 0-3-4 5-11-0 0-3-4 7-8-0 1-9-0 11-5-4 3-9-4 13-11-0 2-5-12 1-9-14 2-1-4 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [10:0-2-8,Edge], [14:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.69 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.04 (loc) 11-12 11-12 9 l/defl >999 >899 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=745/0-3-8 (min. 0-1-8), 13=752/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-14=-737/0, 8-14=-736/0, 2-3=-2018/0, 3-4=-2018/0, 4-5=-2460/0, 5-6=-2460/0, 6-7=-1420/0, 7-8=-1420/0 BOT CHORD 12-13=0/1225, 11-12=0/2412, 10-11=0/2099 WEBS 6-10=-776/0, 6-11=0/413, 2-13=-1390/0, 2-12=0/906, 4-12=-450/0, 8-10=0/1519 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 13. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. LOAD CASE(S) Standard Job 16489 Truss F107 Truss Type Floor Qty 6 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:41 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-8pGfPri?vq16_A9ix1c5YEZM7XhQ__GywGrFdpyCeUW Scale = 1:22.3 B1 W1 W1 T1 W3 745#/0# 745#/0# 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x4 3x6 5x9 4x8 3x4 3x6 3x6 4x8 1.5x4 3x4 1.5x4 1.5x4 5-4-8 5-4-8 5-7-0 0-2-8 5-9-8 0-2-8 7-8-0 1-10-8 11-5-4 3-9-4 13-9-8 2-4-4 1-9-14 1-11-12 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.68 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.03 (loc) 11-12 11-12 9 l/defl >999 >921 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=745/Mechanical, 13=745/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-736/0, 2-3=-1993/0, 3-4=-1993/0, 4-5=-2410/0, 5-6=-2410/0, 6-7=-1343/0, 7-8=-1343/0 BOT CHORD 12-13=0/1213, 11-12=0/2374, 10-11=0/2037 WEBS 8-10=0/1491, 6-10=-792/0, 6-11=0/426, 2-13=-1375/0, 2-12=0/892, 4-12=-436/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss F108 Truss Type Floor Qty 4 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:43 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-4COPqXkFRRHpDUJ43SeZdfedMLIFSwEFNaKMiiyCeUU Scale = 1:22.9 B1 BL1 BL2 T1 W3 960#/0#968#/0# 1 2 3 4 5 6 7 8 13 12 11 10 9 14 3x4 3x4 3x6 1.5x4 4x8 5x9 3x4 3x6 4x6 4x8 1.5x4 3x4 1.5x4 1.5x4 5-4-8 5-4-8 5-8-12 0-4-4 6-1-0 0-4-4 7-8-0 1-7-0 11-5-4 3-9-4 11-6-12 0-1-8 14-1-0 2-6-4 1-9-14 2-3-4 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [10:0-2-4,Edge], [14:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.97 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.24 -0.05 (loc) 11-12 11-12 13 l/defl >949 >686 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20%F, 11%E GRIP 197/144 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) 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) 9=960/0-3-8 (min. 0-1-8), 13=968/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-14=-951/0, 8-14=-949/0, 2-3=-2608/0, 3-4=-2608/0, 4-5=-3214/0, 5-6=-3214/0, 6-7=-1941/0, 7-8=-1941/0 BOT CHORD 12-13=0/1585, 11-12=0/3135, 10-11=0/2778 WEBS 8-10=0/2054, 6-10=-956/0, 6-11=0/499, 2-13=-1797/0, 2-12=0/1169, 4-12=-602/0, 7-10=-325/0 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 13. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-10, 1-8=-130(F=-30) Job 16489 Truss F109 Truss Type Floor Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:45 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-1aV9FDlVz3XXSnSTAtg1j4jzT81zwlmYrtpTmbyCeUS Scale = 1:20.7 B1 BL1 BL1 T1 W4W2 864#/0#864#/0# 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x4 1.5x4 4x6 1.5x4 1.5x4 4x8 4x8 3x4 4x8 5x9 1.5x4 3x4 3x6 1.5x4 1.5x4 5-4-8 5-4-8 5-6-12 0-2-4 5-9-0 0-2-4 6-3-8 0-6-8 6-4-4 0-0-12 7-4-0 0-11-12 10-0-12 2-8-12 10-2-4 0-1-8 12-8-8 2-6-4 0-5-6 1-9-14 2-3-4 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [10:0-1-12,Edge], [14:0-1-8,0-0-12], [15:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.77 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.03 (loc) 11 10-11 9 l/defl >999 >898 n/a L/d 480 360 n/a PLATES MT20 Weight: 51 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=864/0-3-8 (min. 0-1-8), 13=864/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-15=-854/0, 8-15=-853/0, 2-3=-1688/0, 3-4=-1688/0, 4-5=-2643/0, 5-6=-2643/0, 6-7=-1714/0, 7-8=-1714/0 BOT CHORD 12-13=0/484, 11-12=0/2386, 10-11=0/2378 WEBS 8-10=0/1813, 6-10=-760/0, 2-13=-1009/0, 6-11=0/302, 2-12=0/1375, 4-12=-798/0, 4-11=0/294, 7-10=-324/0 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 13. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-10, 1-8=-130(F=-30) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-10, 1-8=-130(F=-30) Job 16489 Truss F110 Truss Type Floor Qty 8 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:47 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-zzdwgunlUgnFi5crIIjVoVpOnymTOlmrIBIarTyCeUQ Scale = 1:23.2 B1 W1 W1 T2T1 T1 W2 W2 697#/0#697#/0# 1 2 3 4 5 6 7 12 11 10 9 8 4x8 6x6 4x8 6x6 3x6 1.5x4 0-6-0 0-6-0 13-5-0 12-11-0 13-11-0 0-6-0 1-3-0 2-4-10 1-3-0 0-6-0 0-6-0 1-2-00-11-00-11-01-2-0Plate Offsets (X,Y)-- [8:Edge,0-1-8], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.57 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 -0.02 (loc) 10 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 57 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=697/0-5-8 (min. 0-1-8), 7=697/0-5-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-912/0, 2-3=-910/0, 3-4=-2172/0, 4-5=-2172/0, 5-6=-910/0, 6-7=-912/0 BOT CHORD 10-11=0/1829, 9-10=0/1829 WEBS 1-11=0/1101, 7-9=0/1101, 3-11=-998/0, 3-10=0/373, 5-10=0/373, 5-9=-998/0 NOTES- 1) All plates are 3x4 MT20 unless otherwise indicated. 2) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16489 Truss F111 Truss Type Floor Qty 10 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:49 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-vLlg5ao00H1zxPmEPjlztwuoZlaXslL8mVngvMyCeUO Scale = 1:11.2 B1 W1W1 W1W1 T1 T1 W2 W2 227#/0#227#/0# 1 2 3 6 5 4 3x4 3x4 3x6 6x6 3x4 3x6 6x6 3x4 0-6-0 0-6-0 4-10-8 4-4-8 5-9-0 0-10-8 1-10-8 0-6-0 0-10-8 1-2-00-11-00-11-01-2-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 197/144 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=227/0-5-8 (min. 0-1-8), 3=227/0-10-0 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/0, 2-3=-283/0 WEBS 1-5=0/314, 3-5=0/314 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16489 Truss F111B Truss Type Floor Qty 2 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:51 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-rktRVGqGYvHhAiwdX8nRyLz7ZZFxKeARDpGn_EyCeUM Scale = 1:11.2 B1 W1W1 W1W1 T1 T1 W2 W2 289#/0#289#/0# 1 2 3 6 5 4 3x4 3x4 3x6 6x6 3x4 3x6 6x6 3x4 0-6-0 0-6-0 4-10-8 4-4-8 5-9-0 0-10-8 1-10-8 0-6-0 0-10-8 1-2-00-11-00-11-01-2-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 197/144 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 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=289/0-5-8 (min. 0-1-8), 3=289/0-10-0 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/0, 2-3=-361/0 WEBS 1-5=0/399, 2-5=-320/0, 3-5=0/399 NOTES- 1) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. 2) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-130(F=-30) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-130(F=-30) Job 16489 Truss F112 Truss Type Floor Qty 6 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:53 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-o7_BwysW4WYPQ04?eZqv1m3OMNo9oVzjg7lu37yCeUK Scale = 1:20.0 B1 BL1 BL1 T1 W2W2W2W2 656#/0#656#/0# 1 2 3 4 5 6 10 9 8 7 11 12 1.5x4 3x6 1.5x4 1.5x4 3x6 1.5x4 3x6 3x6 3x4 3x4 1.5x4 1.5x4 5-4-8 5-4-8 6-1-12 0-9-4 6-11-0 0-9-4 12-3-8 5-4-8 2-6-0 1-6-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-12], [12:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.62 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 0.03 (loc) 9-10 7-8 7 l/defl >991 >637 n/a L/d 480 360 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 197/144 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=656/0-3-8 (min. 0-1-8), 7=656/0-3-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1920/0, 3-4=-1920/0, 4-5=-1920/0 BOT CHORD 9-10=0/1346, 8-9=0/1920, 7-8=0/1346 WEBS 5-7=-1441/0, 2-10=-1441/0, 5-8=0/712, 2-9=0/712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 7. This connection is for uplift only and does not consider lateral forces. 3) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE1 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:56 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-CigJZzuPNRwzHUoaJhNcfOhyRazA?xhAN5zYfSyCeUH Scale = 1:41.6 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 3x4 3x6 FP 3x4 3x4 3x6 FP 15-10-4 15-10-4 16-10-4 1-0-0 17-10-4 1-0-0 25-7-0 7-8-12 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [30:0-1-8,0-0-12], [31:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 11%E GRIP 197/144 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 25-7-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 29, 15, 28, 27, 26, 25, 23, 22, 21, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 29, 15, 28, 27, 26, 25, 23, 22, 21, 20, 19, 18, 17, and 16. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE2 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:51:58 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-84o4_fvfv2AhWnyzR6P4kpmIyOeeTrBTqPSfkKyCeUF Scale: 3/8"=1' B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 B2 T2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 3x4 3x6 FP 3x4 3x4 3x6 FP 19-8-8 19-8-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [24:0-1-8,0-0-12], [25:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20%F, 11%E GRIP 197/144 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 19-8-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 23, 12, 22, 20, 19, 18, 17, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23, 12, 22, 20, 19, 18, 17, 16, 15, 14, and 13. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE3 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:52:00 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-4TvqOLxvRgQPl56LYXSYpEreOBKcxlglIjxmoDyCeUD Scale = 1:20.4 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 3x4 3x4 12-8-8 12-8-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [17:0-1-8,0-0-12], [18:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 11%E GRIP 197/144 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 12-8-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16, 9, 15, 14, 13, 12, 11, and 10. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE4 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:52:02 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-1s1bp1zAyHg7?PGkgyU0vfwzx?0KPf82l1Qst6yCeUB Scale = 1:19.7 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 3x4 12-3-8 12-3-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [15:0-1-8,0-0-12], [16:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 197/144 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 12-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14, 8, 13, 12, 11, 10, and 9. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE5 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:52:03 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-V2bz1Nzojbo_dYqwEf?FRtT9zPL886dC_hAQPYyCeUA Scale = 1:8.4 B1 BL1 W1 BL1 W1 T1 ST1 94#/0#18#/0#146#/0# 1 2 3 6 5 4 7 8 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2-8-8 2-8-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-1-8,0-0-12], [8:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20%F, 11%E GRIP 197/144 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 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=94/2-8-8 (min. 0-1-8), 4=18/2-8-8 (min. 0-1-8), 5=146/2-8-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6, 4, and 5. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE6 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:52:05 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-RQjjS2?2FC2iss_JL41jWIYV_C1Dc0yUR?fXUQyCeU8 Scale = 1:8.4 B1 BL1 W1 BL1 W1 T1 ST1 94#/0#94#/0#213#/0# 1 2 3 6 5 4 7 8 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4-0-0 4-0-0 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-1-8,0-0-12], [8:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20%F, 11%E GRIP 197/144 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=94/4-0-0 (min. 0-1-8), 4=94/4-0-0 (min. 0-1-8), 5=213/4-0-0 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6, 4, and 5. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 16489 Truss FGE7 Truss Type Floor Supported Gable Qty 1 Ply 1 16489 FL1 Job Reference (optional) 8.300 s Jun 26 2019 MiTek Industries, Inc. Tue Dec 3 15:52:07 2019 Page 1 84 Lumber-0783, Franklin, Indiana, Daniel Soto ID:jvDEfDLYoXA?Awgt3TkCK1ymWf6-NprUsk0InpIQ5A8hTV4BcjerW0jl4wDnvJ8dYJyCeU6 Scale = 1:8.5 B1 BL1 W1 BL1 W1 T1 92#/0#92#/0# 1 2 4 3 5 6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 2-0-8 2-0-8 0-1-8 0-1-8 1-2-01-2-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,0-0-12], [6:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 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 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=92/2-0-8 (min. 0-1-8), 3=92/2-0-8 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 3. This connection is for uplift only and does not consider lateral forces. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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