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HomeMy WebLinkAboutENGINEERED FLOOR - 20-00211 - Dayton - 1092 Cypress Loop - New SFR3x6 FP 3x6 FP 3x6 FP =3x4 =3x4 =3x4 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 585712345678910111213141516171819202122232425262728 S T 1 W 1 W 1 B3 T1 T2 B2B1 B L 1 B L 2 0 -1 -8 0 -1 -8 34-0-0 34-0-0 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:56.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [57:0-1-8,0-0-12], [58:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-R Weight: 140 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 34-0-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56 1 1FORCES (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 1-4-0 oc. 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 10-00-00 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 1 120-021270F Floor Supported Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:47 Page: 1 ID:BbFcNWwEJBjbgV9j?S80QCzoDhL-RJ5TffgjK2dcuhMe8wy9Mit8L5S18NZOQvpQkNznrl6 MT20HS 3x10 FP 3x6 FP 3x6 FP 3x6 FP =3x6 =3x6 =3x8 =3x4 =3x6 =6x8 =4x5 =3x6 =3x6 =5x6 =7x10 =3x4 =3x4 =4x8 =4x8 =3x4 =5x6 =4x8 =3x4 =3x6 =3x4 =3x6 32 31 30 24 23 22 21 20 192928272625 3433123456789101112131415161718 W2 W 1 W 4 W 4 W 4 W 4 W3 W3 B4 T1 T2 B3B2B1 T3 W7W5W 6 B L 1 B L 2 0 -6 -2 0 -1 -8 0 -1 -8 1 -1 -2 1-3-42-0-02-6-0 0-1-8 8-0-0 1-0-4 18-0-0 1-0-0 12-8-10 1-0-0 13-8-10 1-7-4 19-7-4 3-3-2 16-11-12 3-8-10 11-8-10 7-10-8 7-10-8 14-4-12 34-0-0 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:56.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [26:0-3-0,Edge], [33:0-1-8,0-0-12], [34:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.19 27-28 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.26 27-28 >894 240 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.03 22 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 172 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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)19=431/0-3-8, (min. 0-1-8), 22=1818/0-3-8, (min. 0-1-8), 32=709/0-3-8, (min. 0-1-8) Max Grav 19=525 (LC 4), 22=1818 (LC 1), 32=743 (LC 3) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1989/0, 3-4=-1989/0, 4-5=-2336/0, 5-6=-2336/0, 6-7=-1850/0, 7-8=-1316/90, 8-9=-1316/90, 9-10=-1316/90, 10-11=0/1956, 11-12=0/1953, 12-13=-610/719, 13-14=-610/719, 14-15=-1179/115, 15-16=-1179/115, 16-17=-1179/115 BOT CHORD 31-32=0/1227, 30-31=0/2359, 29-30=0/2122, 28-29=0/2359, 27-28=0/1850, 26-27=0/1850, 25-26=0/1850, 24-25=-513/115, 23-24=-513/114, 22-23=-513/114, 21-22=-1201/0, 20-21=-379/1086, 19-20=-14/817 WEBS 6-27=-629/0, 7-26=0/918, 2-32=-1381/0, 2-31=0/865, 4-31=-420/0, 6-28=0/896, 17-19=-918/17, 17-20=-115/411, 14-20=0/304, 14-21=-738/0, 12-21=0/1250, 12-22=-1058/0, 10-22=-1861/0, 10-25=0/1418, 7-25=-1418/0 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 3x6 MT20 unless otherwise indicated. 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 10-00-00 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 F02 6 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:47 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-RJ5TffgjK2dcuhMe8wy9Mit165KH8CmOQvpQkNznrl6 MT20HS 3x10 FP 3x6 FP 3x6 FP 3x6 FP =1.5x4 =1.5x4 =3x6 =3x6 =3x8 =1.5x4 =3x4 =3x6 =6x8 =1.5x4 =4x5 =3x6 =3x6 =5x6 =1.5x4 =7x10 =3x4 =3x4 =4x8 =3x4 =4x8 =3x8 =1.5x4 =3x8 =3x4 =3x4 =3x6 =3x4 =3x6 =1.5x4 =1.5x4 31 30 29 23 22 21 20 19 182827262524 33321234567891011121314151617 W2 W 1 W 4 W 4 W 4 W 4 W3W3 B4 T1 T2 B3B2B1 T3 W 7W5W 6 B L 1 B L 2 0 -6 -2 0 -1 -8 0 -1 -8 1 -1 -2 1-3-42-0-02-6-0 0-1-8 8-0-0 1-0-4 18-0-0 1-0-0 12-8-10 1-0-0 13-8-10 1-7-4 19-7-4 3-3-2 16-11-12 3-8-10 11-8-10 7-10-8 7-10-8 14-4-12 34-0-0 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:56.7 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [25:0-3-0,Edge], [32:0-1-8,0-0-12], [33:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.19 26-27 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.26 26-27 >892 240 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.03 21 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 172 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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)18=431/0-3-8, (min. 0-1-8), 21=1815/0-3-8, (min. 0-1-8), 31=711/0-3-8, (min. 0-1-8) Max Grav 18=526 (LC 4), 21=1815 (LC 1), 31=744 (LC 3) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1994/0, 3-4=-1994/0, 4-5=-2346/0, 5-6=-2346/0, 6-7=-1861/0, 7-8=-1326/68, 8-9=-1326/68, 9-10=-1326/68, 10-11=0/1920, 11-12=0/1920, 12-13=-906/534, 13-14=-906/534, 14-15=-1071/46, 15-16=-1064/47 BOT CHORD 30-31=0/1229, 29-30=0/2366, 28-29=0/2129, 27-28=0/2366, 26-27=0/1861, 25-26=0/1861, 24-25=0/1861, 23-24=-491/130, 22-23=-492/130, 21-22=-492/130, 20-21=-973/186, 19-20=-253/1177, 18-19=0/495 WEBS 6-26=-625/0, 7-25=0/919, 10-21=-1850/0, 10-24=0/1416, 7-24=-1412/0, 12-21=-1474/0, 12-20=0/1021, 14-20=-505/0, 16-19=-61/646, 16-18=-694/0, 2-31=-1383/0, 2-30=0/867, 4-30=-423/0, 6-27=0/890 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 3x6 MT20 unless otherwise indicated. 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 10-00-00 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 F03 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:48 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-vVfrs?hL5MlTWrxqieUOuvQChVfWtf0XeZY_Gpznrl5 3x6 FP 3x6 FP =3x6 =3x4 =3x6 =3x4 =3x8 =3x4 =3x4 =3x4 =3x6 =3x4 =4x8 =4x8 =3x4 =4x8 =5x6 =4x8 =3x6 =3x6 28 27 26 25 24 23 22 21 20 19 18 29 301234567891011121314151617 W 1 W3 B L 1 B L 1 T1 B2B1 T2 W5W2W4 W6 0 -7 -12 0 -1 -8 2-0-02-6-0 0 -1 -81-6-101-11-0 2-1-10 1-0-0 12-8-10 1-0-0 13-8-10 1-9-10 11-8-10 8-7-12 35-0-0 9-11-0 9-11-0 12-7-10 26-4-4 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:58.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [29:0-1-8,0-0-12], [30:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL)-0.25 22-24 >779 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.34 22-24 >576 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 20 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 167 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 All bearings 0-3-8. except 26=0-3-4, 20=0-3-4 (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 18=-276 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 18 except 20=1712 (LC 4), 26=934 (LC 3), 28=447 (LC 12) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-876/0, 3-4=-876/0, 6-7=-1006/0, 7-8=-1362/0, 8-9=-1362/0, 9-10=-369/66, 10-11=-369/66, 11-12=-369/66, 12-13=0/2417, 13-14=0/2413, 14-15=-123/1247, 15-16=-123/1247 BOT CHORD 27-28=0/559, 26-27=0/736, 25-26=0/1006, 24-25=0/1006, 23-24=0/1006, 22-23=0/1006, 21-22=0/1041, 20-21=-891/0, 19-20=-2056/0, 18-19=-588/281 WEBS 4-26=-722/0, 2-27=0/361, 2-28=-670/0, 6-26=-1012/0, 12-20=-1748/0, 12-21=0/1293, 9-21=-780/0, 9-22=0/381, 8-22=-287/0, 7-22=0/447, 16-18=-313/664, 16-19=-749/0, 14-19=0/1255, 14-20=-824/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 18. 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 10-00-00 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 F04 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:48 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-vVfrs?hL5MlTWrxqieUOuvQ9FVc?tgyXeZY_Gpznrl5 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x6 =3x4 =3x6 =3x4 =3x8 =3x4 =3x4 =3x4 =3x6 =3x4 =4x8 =4x8 =3x4 =4x8 =5x6 =4x8 =3x6 =3x6 30 29 28 27 26 25 24 23 22 21 20 19 31 32123456789101112131415161718 W 1 W2B L 1 B L 1 B3 T2T1 B2B1 T3 W5W3W4 W6 0 -7 -12 0 -1 -8 2-0-01-11-0 0 -1 -81-6-10 2-1-102-6-0 1-0-0 12-8-10 1-0-0 13-8-10 1-9-10 11-8-10 8-7-12 35-0-0 9-11-0 9-11-0 12-7-10 26-4-4 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:58.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [31:0-1-8,0-0-12], [32:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.25 24-25 >781 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.34 24-25 >577 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 21 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 167 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 All bearings 0-3-8. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 19=-274 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 19 except 21=1710 (LC 4), 27=940 (LC 3), 30=444 (LC 12) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/0, 3-4=-875/0, 6-7=-998/0, 7-8=-1357/0, 8-9=-1357/0, 9-10=-1357/0, 10-11=-369/68, 11-12=-369/68, 12-13=0/2407, 13-14=0/2404, 14-15=-128/1242, 15-16=-128/1242, 16-17=-128/1242 BOT CHORD 29-30=0/664, 28-29=0/628, 27-28=0/628, 26-27=0/998, 25-26=0/998, 24-25=0/998, 23-24=0/1038, 22-23=0/1038, 21-22=-887/0, 20-21=-2047/0, 19-20=-585/284 WEBS 2-30=-745/0, 4-29=0/368, 4-27=-667/0, 6-27=-1042/0, 12-21=-1745/0, 12-22=0/1290, 10-22=-777/0, 10-24=0/378, 9-24=-288/0, 7-24=0/454, 17-19=-316/661, 17-20=-746/0, 14-20=0/1252, 14-21=-822/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 19. 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 10-00-00 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 F05 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:48 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-vVfrs?hL5MlTWrxqieUOuvQ96Vc?tgyXeZY_Gpznrl5 3x6 FP 3x6 FP =3x6 =3x4 =3x6 =3x4 =3x8 =3x4 =3x4 =3x4 =3x6 =3x4 =4x8 =4x8 =3x4 =4x8 =5x6 =4x8 =3x6 =3x6 28 27 26 25 24 23 22 21 20 19 18 29 301234567891011121314151617 W 1 W2B L 1 B L 1 T1 B1 B2 T2 W5W3W4 W6 0 -7 -12 0 -1 -8 2-0-01-11-0 0 -1 -81-6-10 2-1-102-6-0 1-0-0 12-8-10 1-0-0 13-8-10 1-9-10 11-8-10 8-7-12 35-0-0 9-11-0 9-11-0 12-7-10 26-4-4 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:58.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-8,Edge], [29:0-1-8,0-0-12], [30:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.25 23-24 >781 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.34 23-24 >577 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 20 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 167 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 All bearings 0-3-8. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) except 18=-274 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 18 except 20=1710 (LC 4), 26=940 (LC 3), 28=444 (LC 12) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/0, 3-4=-875/0, 6-7=-998/0, 7-8=-1357/0, 8-9=-1357/0, 9-10=-369/68, 10-11=-369/68, 11-12=-369/68, 12-13=0/2407, 13-14=0/2404, 14-15=-128/1242, 15-16=-128/1242 BOT CHORD 27-28=0/664, 26-27=0/628, 25-26=0/998, 24-25=0/998, 23-24=0/998, 22-23=0/1038, 21-22=0/1038, 20-21=-887/0, 19-20=-2047/0, 18-19=-585/284 WEBS 2-28=-745/0, 4-27=0/368, 4-26=-667/0, 6-26=-1042/0, 12-20=-1745/0, 12-21=0/1290, 9-21=-777/0, 9-23=0/378, 8-23=-288/0, 7-23=0/454, 16-18=-316/661, 16-19=-746/0, 14-19=0/1252, 14-20=-822/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 18. 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 10-00-00 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 F06 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:49 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-NhDE4LizsftJ7?W0GL?dR7zKsvyEc7ChtDIXoFznrl4 3x6 FP 3x6 FP 3x6 FP 3x6 FP =3x6 =3x4 =3x6 =3x4 =3x4 =3x4 =5x8 =3x6 =5x6 =5x6 =4x8 =5x6 =6x8 =3x4 =4x12 =3x4 =3x6 =3x4 =3x8 =3x6 =3x6 30 29 28 27 26 25 24 23 22 21 20 19 31 32678910123451112131415161718 W2 W 1 W 3 W 3 W 3 W 3 W 3 T1 T1 W4 W 4 B L 1 B L 1 B3B2 T2 B1 T3 W6W5 0 -1 -8 0 -1 -8 1 -1 -2 1 -1 -2 1-8-42-0-02-6-0 1-0-0 13-8-10 1-0-0 12-8-10 1-4-2 15-0-12 11-8-10 11-8-10 19-11-4 35-0-0 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:58.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-3-0,Edge], [8:0-3-0,Edge], [31:0-1-8,0-0-12], [32:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL)-0.16 20-21 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.22 20-21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.04 19 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 178 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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)19=730/0-3-8, (min. 0-1-8), 24=1844/0-3-8, (min. 0-1-8), 30=472/0-3-8, (min. 0-1-8) Max Grav 19=744 (LC 4), 24=1844 (LC 1), 30=584 (LC 3) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1402/142, 3-4=-1402/142, 4-5=-1132/769, 5-6=-1137/768, 6-7=-1132/769, 7-8=-308/1270, 8-9=0/2072, 9-10=0/2087, 10-11=-835/0, 11-12=-832/0, 12-13=-2255/0, 13-14=-2255/0, 14-15=-2005/0, 15-16=-2005/0, 16-17=-2005/0 BOT CHORD 29-30=-28/928, 28-29=-417/1410, 27-28=-417/1410, 26-27=-1270/308, 25-26=-1270/308, 24-25=-1270/308, 23-24=-741/0, 22-23=0/1736, 21-22=0/1736, 20-21=0/2323, 19-20=0/1235 WEBS 9-24=0/460, 17-19=-1390/0, 17-20=0/874, 14-20=-361/0, 12-21=0/619, 12-23=-1057/0, 10-23=0/1581, 10-24=-1672/0, 2-30=-1043/32, 2-29=-129/539, 4-29=-8/312, 4-27=-576/0, 6-27=-710/0, 7-27=0/1530, 8-24=-1876/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 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 10-00-00 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 4 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:49 Page: 1 ID:Cy2eeEBrSVTpPZo7B8oUudzoRnU-NhDE4LizsftJ7?W0GL?dR7zIzv09c50htDIXoFznrl4 MT20HS 3x10 FP 3x6 FP=1.5x4 =1.5x4 =3x8 =4x12 =4x12 =1.5x4 =3x6 =3x8 =6x8 =3x6 =1.5x4 =1.5x4 =3x6 =3x8 =3x6 =3x4 =4x8 =3x8 =4x12 =1.5x4 =4x12 =3x8 =1.5x4 =1.5x4 24 23 22 21 20 19 18 17 16 25 26678910123451112131415 W2 W 1 W 3 W 3 W 3 W 3 B L 1 B L 1 B2 T1 T3 B1 T2 W5W4 0 -1 -8 1 -1 -2 2-2-6 0 -1 -82-0-02-6-0 1-0-0 12-8-10 1-0-0 13-8-10 11-8-10 11-8-10 12-9-14 26-6-8 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:45.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [25:0-1-8,0-0-12], [26:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL)-0.60 19-20 >525 360 MT20HS 165/146 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.83 19-20 >382 240 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.14 16 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 134 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20,18-19. REACTIONS (lb/size)16=1151/0-3-8, (min. 0-1-8), 24=1151/0-3-8, (min. 0-1-8) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3541/0, 3-4=-3541/0, 4-5=-5388/0, 5-6=-5386/0, 6-7=-5388/0, 7-8=-5732/0, 8-9=-5487/0, 9-10=-5487/0, 10-11=-5491/0, 11-12=-5487/0, 12-13=-3542/0, 13-14=-3542/0 BOT CHORD 23-24=0/2008, 22-23=0/4590, 21-22=0/4590, 20-21=0/5732, 19-20=0/5732, 18-19=0/5732, 17-18=0/4584, 16-17=0/2008 WEBS 2-24=-2263/0, 2-23=0/1739, 4-23=-1190/0, 4-21=0/906, 7-21=-875/99, 14-16=-2262/0, 14-17=0/1741, 12-17=-1183/0, 12-18=0/1024, 10-18=-367/0, 8-18=-721/219 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)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 10-00-00 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 F08 19 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:49 Page: 1 ID:lGTivJSWoTAuy0Kb5INxI4zoS_2-NhDE4LizsftJ7?W0GL?dR7zK2vvLc4ihtDIXoFznrl4 3x6 FP 3x6 FP=1.5x4 =3x6 =1.5x4 =4x8 =3x6 =5x6 =1.5x4 =1.5x4 =5x6 =5x6 =6x8 =5x8 =3x6 =3x6 =1.5x4 =1.5x4 THA422 26 25 24 23 22 21 20 19 18 17 6 7 8 9 1012345 11 12 13 14 15 16 W2 W 3 W 1 W 1 W 1 W 1 T1 B2 T2 B1 T3 W4 W 5 W 6 0-11-122-0-02-6-0 1-2-10 1 -1 -2 1-0-0 12-8-10 1-0-0 13-8-10 1-4-2 15-0-12 11-5-12 26-6-8 11-8-10 11-8-10 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:45.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-3-0,Edge], [8:0-3-0,Edge], [9:0-3-0,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.14 22-23 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT)-0.19 22-23 >938 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT)0.03 17 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 137 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(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)17=430/0-3-8, (min. 0-1-8), 20=1581/0-3-8, (min. 0-1-8), 26=584/0-3-8, (min. 0-1-8) Max Grav 17=461 (LC 4), 20=1581 (LC 1), 26=609 (LC 3) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/0, 3-4=-1470/0, 4-5=-1304/0, 5-6=-1308/0, 6-7=-1304/0, 7-8=-483/232, 8-9=0/926, 12-13=-923/0, 13-14=-923/0, 14-15=-923/0 BOT CHORD 25-26=0/949, 24-25=0/1524, 23-24=0/1524, 22-23=-232/483, 21-22=-232/483, 20-21=-232/483, 19-20=-926/0, 18-19=0/710, 17-18=0/677 WEBS 9-20=-748/0, 2-26=-1077/0, 2-25=0/592, 4-23=-314/0, 6-23=-594/0, 7-23=0/1225, 8-20=-1674/0, 15-17=-768/0, 15-18=0/279, 12-18=0/307, 12-19=-745/0, 10-19=-560/0, 9-19=0/1274 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 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 10-00-00 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)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 16-3-8 from the left end to connect truss(es) F14 (1 ply 2x4 DF or DF-N) to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 17-26=-8, 1-16=-80 Concentrated Loads (lb) Vert: 10=-271 Job Truss Truss Type Qty Ply F09 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:49 Page: 1 ID:lGTivJSWoTAuy0Kb5INxI4zoS_2-NhDE4LizsftJ7?W0GL?dR7zLxv0dc7NhtDIXoFznrl4 =1.5x4 =1.5x4 =3x6 =3x6 =3x6 =1.5x4 =3x4 =3x4 =3x6 =5x6 =5x6 =1.5x4 =1.5x4 =3x6 =4x5 =3x6 15 14 13 12 11 10 16 6 7 8 912345 W2 W 3 W 1 W 1 B1 T1 T2 W4 W 5 B L 1 0 -1 -8 1 -1 -2 1 -0 -6 2-0-02-6-0 1-0-0 12-8-10 1-0-0 13-8-10 1-3-6 15-0-0 11-8-10 11-8-10 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:28.4 Plate Offsets (X, Y):[1:Edge,0-0-12], [7:0-3-0,Edge], [10:Edge,0-1-8], [16:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL)-0.14 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.19 12-13 >946 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.03 10 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 78 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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=651/ Mechanical, (min. 0-1-8), 15=646/0-3-8, (min. 0-1-8) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=0/351, 2-3=-1639/0, 3-4=-1639/0, 4-5=-1592/0, 5-6=-1598/0, 6-7=-1592/0, 7-8=-912/0 BOT CHORD 14-15=0/1047, 13-14=0/1761, 12-13=0/912, 11-12=0/912, 10-11=0/912 WEBS 2-15=-1178/0, 2-14=0/672, 6-13=-536/0, 7-13=0/1010, 8-10=-1378/0 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 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 10-00-00 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 F10 5 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:dE7x2Fu2s1FZpnEZrw1wuAzoS_n-NhDE4LizsftJ7?W0GL?dR7zNgv09cAZhtDIXoFznrl4 3x6 FP 3x6 FP =3x4 =3x4 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 45 46 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 S T 1 W 1 W 1 B L 1 B L 1 T1 B2B1 T2 0 -1 -8 0 -1 -8 26-6-8 26-6-8 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:45.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [45:0-1-8,0-0-12], [46:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-R Weight: 110 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 26-6-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44 11 1FORCES (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 1-4-0 oc. 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 10-00-00 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 F12 1 120-021270F Floor Supported Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:Kjh5WqJNDWCHzASpE5i_bSzoDfY-sumcHhjbdz?Al85Dq3WszKVfbJTkLkJq6t14Kiznrl3 =3x4 16 15 14 13 12 11 10 9 17 1 2 3 4 5 6 7 8 S T 1 W 1 W 1 B1 T1 B L 1 0 -1 -8 8-5-8 8-5-8 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:21.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [17:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-R Weight: 38 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(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 8-5-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14, 15, 16 12 1FORCES (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 1-4-0 oc. 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 10-00-00 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 F13 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:V?c5Eea6AzBaEPajVkf3nFzo6pW-sumcHhjbdz?Al85Dq3WszKVfmJTkLkJq6t14Kiznrl3 =1.5x4 =3x4 =3x4 =1.5x4 =3x6 =3x4 =1.5x4 7 6 5 1 2 3 4 W 1 W2 T1 B1 W3 2-6-0 2-4-5 7-8-13 7-8-13 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:23.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [4:0-1-8,Edge] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)-0.01 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT)-0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-P Weight: 37 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(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=335/ Mechanical, (min. 0-1-8), 7=335/ Mechanical, (min. 0-1-8) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-332/0, 2-3=-454/0, 3-4=-454/0 BOT CHORD 6-7=0/438 WEBS 2-7=-497/0, 4-6=0/519 NOTES 1)Refer to girder(s) for truss to truss connections. 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 10-00-00 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 F14 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:rt6rwbXRfD5bz?7yXin6?eznvEf-sumcHhjbdz?Al85Dq3WszKVdjJRXLgjq6t14Kiznrl3 =2x4 =5x8 =5x8 =3x4 =6x8 =4x5 =5x6 =1.5x4 Special Special Special Special Special 8 9 7 10 6 11 12 5 1 2 3 4 W 1 W3 T1 B1 W2 2-2-4 7-8-13 7-8-13 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:21.1 Plate Offsets (X, Y):[6:0-3-8,0-4-4], [7:0-3-8,0-2-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL)-0.06 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT)-0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-P Weight: 40 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=2013/ Mechanical, (min. 0-1-8), 8=1869/0-3-2, (min. 0-2-0) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1351/0, 1-2=-2748/0, 2-3=-2762/0 BOT CHORD 7-10=0/2748, 6-10=0/2748, 6-11=0/2762, 11-12=0/2762, 5-12=0/2762 WEBS 1-7=0/3017, 3-6=0/1056, 3-5=-3033/0 NOTES 1)Refer to girder(s) for truss to truss connections. 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 10-00-00 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) 646 lb down at 0-9-7, 645 lb down at 2-4-10, 645 lb down at 3-11-13, and 645 lb down at 5-7-0, and 647 lb down at 7-2-3 on bottom 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=-8, 1-4=-80 Concentrated Loads (lb) Vert: 7=-645, 9=-646, 10=-645, 11=-645, 12=-647 Job Truss Truss Type Qty Ply FT1 1 120-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:3d5ZsChxq21K6S?gHzkB4_zoDcT-sumcHhjbdz?Al85Dq3WszKVceJL_Ld6q6t14Kiznrl3 =2x4 =3x6 =3x6 =7x10 =1.5x4 =2x4 =3x6 =8x12 =5x6 =3x4 =3x6 =3x6 =3x8 =3x8 =2x4 HUS26 Special 24 23 22 21 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 W 1 W2 W5 W5 W5 W5 B2 T1 T2 B1 W4W 3 0-11-42-0-02-6-12 2-6-12 0-10-14 2-2-132-6-122-6-12 1-0-0 12-8-10 1-0-0 13-8-10 11-8-10 11-8-10 12-9-14 26-6-8 1 -6 -0 1 -6 -0 1 -6 -0 Scale = 1:45.6 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [4:0-3-8,0-2-0], [7:0-3-0,0-3-4], [10:0-3-8,0-1-8], [11:0-3-8,0-2-0], [14:0-3-8,0-2-0], [15:0-3-8,0-2-0], [16:0-3-8,0-1-8], [20:0-3-8,0-5-4], [22:0-3-8,0-2-0], [23:0-3-8,0-2-0] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL)-0.72 18-19 >440 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.98 18-19 >322 240 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.07 13 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 405 lb FT = 10% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)13=2496/0-3-8, (min. 0-1-8), 24=2147/0-3-8, (min. 0-1-8) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1996/0, 12-13=-2328/0, 1-2=-4900/0, 2-3=-9266/0, 3-4=-12798/0, 4-5=-16804/0, 5-6=-16804/0, 6-7=-18580/0, 7-8=-18580/0, 8-9=-17418/0, 9-10=-14001/0, 10-11=-9792/0, 11-12=-5111/0 BOT CHORD 22-23=0/4900, 21-22=0/9266, 20-21=0/12798, 19-20=0/16804, 18-19=0/16804, 17-18=0/17418, 16-17=0/14001, 15-16=0/9792, 14-15=0/5111 WEBS 5-20=-503/0, 6-19=-1695/0, 8-17=-1196/0, 7-18=-279/0, 6-18=0/2952, 8-18=0/1705, 1-23=0/5028, 2-23=-1917/0, 2-22=0/4692, 3-22=-1638/0, 3-21=0/3796, 4-21=-1713/0, 4-20=0/4661, 9-17=0/3740, 9-16=-1759/0, 10-16=0/4608, 10-15=-2074/0, 11-15=0/5124, 11-14=-2251/0, 12-14=0/5351 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 4x8 MT20 unless otherwise indicated. 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 10-00-00 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 15-0-12 from the left end to connect truss(es) FT1 (1 ply 2x6 DF) to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 328 lb down at 16-3-8 on bottom 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: 13-24=-8, 1-12=-80 Concentrated Loads (lb) Vert: 17=-328, 18=-2007 Job Truss Truss Type Qty Ply FT2 1 320-021270F Floor Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:10:50 Page: 1 ID:lGTivJSWoTAuy0Kb5INxI4zoS_2-sumcHhjbdz?Al85Dq3WszKVUzJEPLWYq6t14Kiznrl3