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Floor Truss Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 M-2050-03 The Truss Company (Sumner). August 20, 2024.My license renewal date for the state of Washington is Pages or sheets covered by this seal: 2509/A/Gar LT-Floor Terry Powell May 12,2023 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Re: thru I14746563I14746540 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 3x6 FP 3x6 FP =3x4 =3x4 =3x10 =3x6 =3x4 =4x4 =3x6 =3x4 =3x4 =3x4 =3x6 =3x4 =3x6 =3x4 =3x6 =3x4 =3x4 =3x4 35 34 33 32 31 30 2928 27 2625 24 23 22 21 20 19 18 17 36 3712345678910111213141516 1-9-142-6-0 0-1-81-5-2 0-1-8 34-9-0 7-2-6 34-7-8 27-5-2 27-5-2 1-6-0 1-6-0 Scale = 1:59.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-5-0,0-0-10], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [38:0-0-10,0-1-12], [41:0-0-2,0-0-4] 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 0.35 Vert(LL)-0.02 17-18 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT)-0.03 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.01 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 166 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 30-31,29-30,28-29,27-28,25-27. REACTIONS (size)17=0-5-6, 20=27-5-2, 21=27-5-2, 22=27-5-2, 23=27-5-2, 24=27-5-2, 25=27-5-2, 27=27-5-2, 28=27-5-2, 29=27-5-2, 30=27-5-2, 32=27-5-2, 33=27-5-2, 34=27-5-2, 35=27-5-2 Max Grav 17=390 (LC 4), 20=637 (LC 1), 21=18 (LC 1), 22=13 (LC 4), 23=572 (LC 3), 24=26 (LC 4), 25=407 (LC 1), 27=238 (LC 1), 28=16 (LC 1), 29=428 (LC 1), 30=38 (LC 1), 32=35 (LC 1), 33=770 (LC 1), 34=29 (LC 1), 35=185 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-35=-102/0, 17-36=-112/0, 36-37=-112/0, 16-37=-112/0, 1-2=0/0, 2-3=0/261, 3-4=0/261, 4-5=-313/0, 5-6=-313/0, 6-7=0/150, 7-8=0/113, 8-9=0/113, 9-10=0/113, 10-11=0/114, 11-12=0/114, 12-13=-18/0, 13-14=-18/0, 14-15=-503/0, 15-16=0/0 BOT CHORD 34-35=0/137, 33-34=0/137, 32-33=0/262, 31-32=0/262, 30-31=-150/0, 29-30=-150/0, 28-29=-150/0, 27-28=-150/0, 26-27=-150/0, 25-26=-150/0, 24-25=0/121, 23-24=0/121, 22-23=0/200, 21-22=0/200, 20-21=0/200, 19-20=0/503, 18-19=0/503, 17-18=0/503 WEBS 13-20=-269/0, 12-20=-207/0, 2-35=-156/0, 12-23=-357/0, 2-33=-452/0, 11-23=-261/0, 3-33=-252/0, 10-23=-266/0, 4-33=-593/0, 10-25=-264/0, 4-31=0/58, 8-25=-273/0, 5-31=-268/0, 7-25=0/42, 6-31=0/522, 6-29=-447/0, 7-27=-217/0, 14-20=-568/0, 15-17=-568/0, 14-19=0/34, 15-18=0/20 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 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 10-00-00 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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746540F00Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:14 Page: 1 ID:?I13HywqIRzWGj4h2B4dAlzRpnf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 3x6 FP 3x6 FP =4x4 =5x6 =5x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =4x6 =3x8 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 42123456789101112131415161718192021 0-6-0 0-7-8 0-4-5 1-11-142-0-0 2-0-02-4-8 0-7-8 0-10-8 0-1-8 0-4-5 0-9-8 2-4-82-6-0 0-1-8 34-9-0 1-0-0 5-2-10 1-0-0 6-2-10 1-0-0 20-10-10 1-0-0 19-10-10 4-2-10 4-2-10 4-2-12 10-5-6 6-3-12 27-2-6 7-5-2 34-7-8 8-5-4 18 -10 -10 1-6-0 1-6-0 Scale = 1:59.1 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [27:0-1-8,Edge], [30:0-1-8,Edge], [31:0-1-8,Edge], [35:0-1-8,Edge], [38:0-1-8,Edge], [39:0-1-8,Edge], [40:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)-0.19 29-30 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.26 29-30 >774 360 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.03 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 165 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 2400F 2.0E(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)22=0-5-6, 25=0-5-8, 33=0-3-8, 40=0-2-10 Max Grav 22=382 (LC 5), 25=1340 (LC 12), 33=1744 (LC 20), 40=509 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-40=-40/0, 22-41=-125/0, 41-42=-125/0, 21-42=-125/0, 1-2=0/0, 2-3=-435/0, 3-4=-435/0, 4-5=-435/0, 5-6=-848/256, 6-7=-505/618, 7-8=-505/618, 8-9=0/1362, 9-10=0/1362, 10-11=-1638/0, 11-12=-1638/0, 12-13=-1638/0, 13-14=-1638/0, 14-15=-2121/0, 15-16=-1326/0, 16-17=-1326/0, 17-18=0/549, 18-19=0/549, 19-20=-478/31, 20-21=0/0 BOT CHORD 39-40=0/178, 38-39=0/435, 37-38=-256/848, 36-37=-256/848, 35-36=-256/848, 34-35=-618/505, 33-34=-618/505, 32-33=-28/540, 31-32=-28/540, 30-31=0/1638, 29-30=0/2121, 28-29=0/2121, 27-28=0/2121, 26-27=0/1326, 25-26=0/1326, 24-25=-31/478, 23-24=-31/478, 22-23=-31/478 WEBS 5-37=-114/0, 6-36=0/382, 9-33=-264/0, 14-29=-43/109, 15-28=0/159, 18-25=-200/0, 5-38=-466/307, 2-40=-607/0, 2-39=0/875, 4-38=-97/10, 3-39=-498/0, 6-35=-1063/0, 7-35=0/435, 8-33=-1299/0, 8-34=0/267, 14-30=-733/0, 10-33=-1808/0, 12-30=0/155, 10-31=0/1334, 11-31=-410/0, 17-25=-1793/0, 15-27=-1013/0, 16-27=0/198, 17-26=0/367, 19-25=-841/0, 20-22=-540/35, 19-24=0/110, 20-23=-46/5 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 40. 5)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746541F01Floor51M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:16 Page: 1 ID:8k7Ggeknn7NclYeBnWtU9nzRpt3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 3x6 FP 3x6 FP =4x4 =5x6 =5x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x8 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x4 =3x10 =3x4 =3x4 =3x4 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 2524 23 44 4512345678910111213141516171819202122 0-6-0 0-7-8 0-4-5 0-1-82-0-02-0-0 1-7-142-4-8 0-6-00-7-8 0-8-8 0-4-5 0-9-8 2-4-82-6-0 0-1-8 34-9-0 1-0-0 20-10-10 1-0-0 19-10-10 1-0-0 5-2-10 1-0-0 6-2-10 4-2-10 4-2-10 4-2-12 10-5-6 6-1-0 26 -11-10 7-7-14 34-7-8 8-5-4 18 -10 -10 1-6-0 1-6-0 Scale = 1:59.1 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [19:0-5-0,0-0-10], [21:0-1-8,Edge], [26:0-1-8,Edge], [30:0-1-8,Edge], [33:0-1-8,Edge], [34:0-1-8,Edge], [38:0-1-8,Edge], [41:0-1-8,Edge], [42:0-1-8,Edge], [43:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL)-0.20 32-33 >975 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT)-0.27 32-33 >732 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.02 28 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 173 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)23=7-9-6, 24=7-9-6, 25=7-9-6, 26=7-9-6, 27=7-9-6, 28=7-9-6, 36=0-3-8, 43=0-2-10 Max Uplift 23=-21 (LC 3), 26=-221 (LC 3) Max Grav 23=88 (LC 5), 24=35 (LC 5), 25=346 (LC 17), 26=85 (LC 5), 27=42 (LC 15), 28=1362 (LC 12), 36=1677 (LC 3), 43=510 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-43=-42/0, 23-44=-105/0, 44-45=-105/0, 22-45=-105/0, 1-2=0/0, 2-3=-436/0, 3-4=-436/0, 4-5=-436/0, 5-6=-853/245, 6-7=-513/600, 7-8=-513/600, 8-9=0/1340, 9-10=0/1340, 10-11=-1467/0, 11-12=-1467/0, 12-13=-1467/0, 13-14=-1467/0, 14-15=-1780/0, 15-16=-757/0, 16-17=-757/0, 17-18=0/983, 18-19=0/983, 19-20=0/128, 20-21=0/128, 21-22=0/0 BOT CHORD 42-43=0/179, 41-42=0/436, 40-41=-245/853, 39-40=-245/853, 38-39=-245/853, 37-38=-600/513, 36-37=-600/513, 35-36=-44/470, 34-35=-44/470, 33-34=0/1467, 32-33=0/1780, 31-32=0/1780, 30-31=0/1780, 29-30=0/757, 28-29=0/757, 27-28=-380/64, 26-27=-380/64, 25-26=-128/0, 24-25=-128/0, 23-24=-128/0 WEBS 5-40=-119/0, 6-39=0/395, 9-36=-263/0, 14-32=-63/65, 15-31=0/176, 18-28=-229/0, 5-41=-471/297, 2-43=-611/0, 2-42=0/874, 4-41=-100/8, 3-42=-479/0, 6-38=-1051/0, 7-38=0/410, 8-36=-1291/0, 8-37=0/276, 14-33=-543/0, 10-36=-1694/0, 12-33=-16/100, 10-34=0/1211, 11-34=-367/0, 17-28=-1815/0, 15-30=-1155/0, 16-30=0/195, 17-29=0/397, 19-28=-784/0, 21-23=0/144, 19-26=-146/363, 20-26=-2/24, 21-25=-358/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 43. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 23 and 221 lb uplift at joint 26. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)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. 10)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746542F02Floor11M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:17 Page: 1 ID:0O8mZClTHKXsQAHm1TJZx5zRpmb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 3x6 FP 3x6 FP =4x4 =5x6 =5x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =4x8 =3x8 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 34 33 32 31 30 2928 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0-6-0 0-7-8 0-4-5 2-0-0 2-0-02-4-8 0-7-0 0-7-8 0-4-5 0-9-8 2-4-82-6-0 1-0-0 20-10-10 1-0-0 19-10 -10 1-0-0 5-2-10 1-0-0 6-2-10 4-2-10 4-2-10 4-2-12 10-5-6 6-1-0 26-11-10 8-5-4 18-10 -10 1-6-0 1-6-0 Scale = 1:47.2 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [21:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [28:0-1-8,Edge], [32:0-1-8,Edge], [33:0-1-8,Edge], [34:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL)-0.24 23-24 >823 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.32 23-24 >623 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.04 19 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 124 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) *Except* 29-19:2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)19= Mechanical, 26=0-3-8, 34=0-2-10 Max Grav 19=832 (LC 8), 26=1715 (LC 1), 34=514 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-34=-54/0, 18-19=-87/5, 1-2=0/0, 2-3=-440/0, 3-4=-440/0, 4-5=-440/0, 5-6=-868/178, 6-7=-537/497, 7-8=-537/497, 8-9=0/1226, 9-10=0/1226, 10-11=-1816/0, 11-12=-1816/0, 12-13=-1816/0, 13-14=-1816/0, 14-15=-2292/0, 15-16=-1467/0, 16-17=-1467/0, 17-18=0/0 BOT CHORD 33-34=0/175, 32-33=0/440, 31-32=-178/868, 30-31=-178/868, 29-30=-178/868, 28-29=-178/868, 27-28=-497/537, 26-27=-497/537, 25-26=0/722, 24-25=0/1816, 23-24=0/2292, 22-23=0/2292, 21-22=0/2292, 20-21=0/1467, 19-20=0/1467 WEBS 5-31=-99/0, 6-30=0/360, 9-26=-263/0, 14-23=-60/134, 15-22=-26/174, 5-32=-483/238, 2-34=-595/0, 2-33=0/906, 4-32=-74/23, 3-33=-533/0, 6-28=-986/0, 7-28=0/371, 8-26=-1269/0, 8-27=0/285, 14-24=-754/0, 10-26=-1827/0, 12-24=-23/137, 10-25=0/1334, 11-25=-373/0, 15-21=-939/0, 17-19=-1657/0, 16-21=0/168, 17-20=0/380 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 34. 5)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746543F03Floor21M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:17 Page: 1 ID:JpA7IsfWdN_DwiWAwj99TvzRplQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information MT18HS 3x8 FP 3x6 FP =3x4 =3x4 =3x4 =4x6 =4x4 =3x4 =3x4 =3x4 =3x4 =4x6 =4x6 =4x6 =5x6 =5x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x4 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2138 391 2 3 4 5 6 7 8 9 10 11121314 15 16 17 18 19 20 0-6-00-6-0 0-6-0 0-7-0 0-4-12 0-1-8 2-6-0 0-4-12 1-2-14 1-5-8 2-0-02-0-0 2-4-0 0-1-8 0-1-8 0-2-12 1-8-10 1-0-0 9-11-6 1-0-0 24-5-6 1-0-0 25 -5-6 1-0-0 10-11-6 1-4-6 1-5-14 4-2-12 23-5-6 6-2-8 31-7-14 7-2-12 8-11-6 8-3-4 19-2-10 1-6-0 1-6-0 Scale = 1:54.4 Plate Offsets (X, Y): [1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [19:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [29:0-1-8,Edge], [30:0-1-8,Edge], [34:0-1-8,Edge], [35:0-1-8,Edge], [36:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL)-0.21 33-34 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.26 23-24 >559 360 MT18HS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.05 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 154 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)21= Mechanical, 28=0-5-8, 36=0-5-8 Max Grav 21=638 (LC 5), 28=1837 (LC 4), 36=1263 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 37-38=-252/0, 38-39=-252/0, 1-39=-252/0, 20-21=-92/1, 1-2=0/0, 2-3=0/255, 3-4=-1983/0, 4-5=-1983/0, 5-6=-1983/0, 6-7=-2616/0, 7-8=-1990/0, 8-9=-1990/0, 9-10=-1990/0, 10-11=0/1271, 11-12=0/1271, 12-13=-269/777, 13-14=-269/777, 14-15=-269/777, 15-16=-269/777, 16-17=-1290/186, 17-18=-1091/0, 18-19=-1091/0, 19-20=0/0 BOT CHORD 36-37=-255/0, 35-36=0/1269, 34-35=0/1983, 33-34=0/2616, 32-33=0/2616, 31-32=0/2616, 30-31=0/2616, 29-30=0/1990, 28-29=0/836, 27-28=-1068/0, 26-27=-777/269, 25-26=-186/1290, 24-25=-186/1290, 23-24=-186/1290, 22-23=0/1091, 21-22=0/1091 WEBS 2-36=-491/0, 6-33=-53/134, 7-32=-40/148, 11-28=-367/0, 16-25=0/246, 17-24=-159/0, 2-37=0/361, 3-36=-1647/0, 6-34=-789/0, 3-35=0/962, 4-35=-385/0, 5-34=-7/189, 10-28=-1908/0, 7-30=-906/0, 10-29=0/1415, 8-30=0/190, 9-29=-424/0, 16-26=-1442/0, 12-28=-810/0, 12-27=0/1271, 15-26=0/295, 14-27=-708/0, 17-23=-225/302, 19-21=-1225/0, 18-23=-97/0, 19-22=0/191 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)Attach ribbon block to truss with 3-10d nails applied to flat face. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 21-37=-10, 1-20=-100 Concentrated Loads (lb) Vert: 1=-200 Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746544F04Floor21M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:18 Page: 1 ID:TqJaPsUIWGS0?fP9dsL1yFzRphm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0-1-8 0-1-8 0-1-8 17-7-0 17-8-8 1-6-0 1-6-0 Scale = 1:32.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [30:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)16=17-8-8, 17=17-8-8, 18=17-8-8, 19=17-8-8, 20=17-8-8, 21=17-8-8, 22=17-8-8, 23=17-8-8, 24=17-8-8, 25=17-8-8, 26=17-8-8, 27=17-8-8, 28=17-8-8, 29=17-8-8, 30=17-8-8 Max Uplift 16=-5 (LC 1) Max Grav 16=-5 (LC 1), 17=108 (LC 1), 18=152 (LC 1), 19=145 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=147 (LC 1), 24=147 (LC 1), 25=147 (LC 1), 26=147 (LC 1), 27=147 (LC 1), 28=147 (LC 1), 29=146 (LC 1), 30=53 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 30-31=-49/0, 31-32=-49/0, 1-32=-49/0, 15-16=0/10, 1-2=-3/0, 2-3=-3/0, 3-4=-3/0, 4-5=-3/0, 5-6=-3/0, 6-7=-3/0, 7-8=-3/0, 8-9=-3/0, 9-10=-3/0, 10-11=-3/0, 11-12=-3/0, 12-13=-3/0, 13-14=-3/0, 14-15=-3/0 BOT CHORD 29-30=0/3, 28-29=0/3, 27-28=0/3, 26-27=0/3, 25-26=0/3, 24-25=0/3, 23-24=0/3, 22-23=0/3, 21-22=0/3, 20-21=0/3, 19-20=0/3, 18-19=0/3, 17-18=0/3, 16-17=0/3 WEBS 2-29=-132/0, 3-28=-134/0, 4-27=-133/0, 5-26=-133/0, 6-25=-133/0, 7-24=-133/0, 8-23=-133/0, 9-22=-133/0, 10-21=-133/0, 11-20=-134/0, 12-19=-132/0, 13-18=-138/0, 14-17=-104/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 16. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746545F05Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:18 Page: 1 ID:7VgFm1g8g4hF7ZKopkbmOizRpgF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =3x4 =4x8 =6x8 =1.5x4 =1.5x4 =4x6 =3x4 =3x6 =3x6 =3x4 =3x6 =1.5x4 =1.5x4 =5x6 =3x6 =5x6 =1.5x4 17 16 15 14 13 12 11 1018 19 1 2 3 4 5 6 7 8 9 0-7-8 0-1-8 1-9-14 2-0-0 2-1-10 2-6-0 0-1-8 0-1-8 1-0-0 8-5-6 1-0-0 9-5-6 7-3-14 7-5-6 8-3-2 17-8-8 1-6-0 1-6-0 Scale = 1:34.6 Plate Offsets (X, Y):[1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [11:0-3-0,Edge], [13:0-3-0,Edge], [15:0-3-0,Edge], [16:0-1-8,Edge], [17:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL)-0.24 14-15 >878 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.33 14-15 >639 360 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 103 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)10=0-2-10, 17=0-5-6 Max Grav 10=960 (LC 1), 17=960 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 17-18=-1107/0, 18-19=-1107/0, 1-19=-1107/0, 9-10=-106/0, 1-2=-2057/0, 2-3=-2057/0, 3-4=-2057/0, 4-5=-3215/0, 5-6=-2631/0, 6-7=-2631/0, 7-8=-2631/0, 8-9=0/0 BOT CHORD 16-17=0/4, 15-16=0/2057, 14-15=0/3215, 13-14=0/3215, 12-13=0/3215, 11-12=0/2631, 10-11=0/1657 WEBS 4-14=0/391, 5-13=-142/226, 4-15=-1373/0, 1-16=0/2300, 2-16=-378/0, 3-15=-129/66, 5-12=-863/0, 8-10=-1862/0, 6-12=-141/44, 8-11=0/1135, 7-11=-184/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746546F06Floor41M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:18 Page: 1 ID:N1IxMYOnYVEkKnvKKLgrpMzRpfJ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =3x4 =3x6 =4x6 =4x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x8 =3x6 20 19 18 17 16 15 14 13 12 21 22 1 2 3 4 5 6 7 8 9 10 11 0-7-80-7-80-1-8 2-6-0 1-2-14 1-4-0 2-0-0 2-4-8 0-1-8 0-1-8 0-2-12 1-8-10 1-0-0 9-11-6 1-0-0 10 -11-6 1-4-6 1-5-14 7-2-12 8-11-6 8-6-0 19-5-6 1-6-0 1-6-0 Scale = 1:35.6 Plate Offsets (X, Y):[6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL)-0.31 14-15 >693 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.41 14-15 >519 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 89 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-5-8, 19=0-5-8 Max Grav 12=964 (LC 4), 19=1562 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=0/20, 21-22=0/20, 1-22=0/20, 11-12=-108/0, 1-2=0/250, 2-3=0/250, 3-4=-2175/0, 4-5=-2175/0, 5-6=-2175/0, 6-7=-3066/0, 7-8=-2627/0, 8-9=-2627/0, 9-10=-2627/0, 10-11=0/0 BOT CHORD 19-20=0/0, 18-19=0/1410, 17-18=0/2175, 16-17=0/3066, 15-16=0/3066, 14-15=0/3066, 13-14=0/2627, 12-13=0/1576 WEBS 2-19=-495/0, 6-16=-25/255, 7-15=-137/145, 1-19=-355/0, 6-17=-1141/0, 3-19=-1802/0, 5-17=-9/222, 3-18=0/1100, 4-18=-398/0, 7-14=-742/0, 10-12=-1789/0, 8-14=-86/128, 10-13=0/1206, 9-13=-324/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Load case(s) 1 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 10-00-00 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 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-20=-10, 1-2=-400, 2-11=-100 Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746547F07Floor Girder 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:19 Page: 1 ID:9iu4vEwx3ccUyNSsmzqi1XzRpVb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =3x4 =4x6 =4x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x4 =3x8 =3x6 =1.5x4 20 19 18 17 16 15 14 13 12 21 22 1 2 3 4 5 6 7 8 9 10 11 0-7-80-7-8 0-1-8 2-6-0 1-2-14 1-4-0 2-0-0 2-1-10 0-1-8 0-1-8 0-2-12 1-8-10 1-0-0 9-11-6 1-0-0 10 -11-6 1-4-6 1-5-14 7-2-12 8-11-6 8-3-2 19-2-8 1-6-0 1-6-0 Scale = 1:35.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL)-0.29 14-15 >718 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.39 14-15 >537 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 88 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS (size)12=0-2-10, 19=0-5-8 Max Grav 12=951 (LC 4), 19=1339 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-253/0, 21-22=-253/0, 1-22=-253/0, 11-12=-110/0, 1-2=0/0, 2-3=0/264, 3-4=-2138/0, 4-5=-2138/0, 5-6=-2138/0, 6-7=-2990/0, 7-8=-2508/0, 8-9=-2508/0, 9-10=-2508/0, 10-11=0/0 BOT CHORD 19-20=-264/0, 18-19=0/1397, 17-18=0/2138, 16-17=0/2990, 15-16=0/2990, 14-15=0/2990, 13-14=0/2508, 12-13=0/1553 WEBS 2-19=-499/0, 6-16=-30/245, 7-15=-125/151, 2-20=0/375, 6-17=-1102/0, 3-19=-1803/0, 5-17=-15/213, 3-18=0/1069, 4-18=-381/0, 7-14=-765/0, 10-12=-1762/0, 8-14=-81/134, 10-13=0/1126, 9-13=-318/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-20=-10, 1-11=-100 Concentrated Loads (lb) Vert: 1=-200 Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746548F08Floor41M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:19 Page: 1 ID:WTGFfNb3tqfYg_kd2kqrILzRpUj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x6 =3x6 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =4x4 =3x6 =3x4 =1.5x4 17 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 2-0-0 2-5-0 2-6-0 0-7-8 0-7-14 1-0-0 8-1-14 1-0-0 7-1-14 6-1-14 6-1-14 8-6-8 16 -8-6 1-6-0 1-6-0 Scale = 1:34.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.31 12-13 >634 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.42 12-13 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.04 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10= Mechanical, 17= Mechanical Max Grav 10=912 (LC 1), 17=912 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-85/9, 9-10=-107/0, 1-2=0/0, 2-3=-1642/0, 3-4=-1642/0, 4-5=-2705/0, 5-6=-2442/0, 6-7=-2442/0, 7-8=-2442/0, 8-9=0/0 BOT CHORD 16-17=0/1642, 15-16=0/1642, 14-15=0/2705, 13-14=0/2705, 12-13=0/2705, 11-12=0/2442, 10-11=0/1479 WEBS 4-14=0/278, 5-13=-156/103, 4-15=-1279/0, 2-17=-1854/0, 2-16=0/459, 3-15=0/220, 5-12=-591/30, 8-10=-1678/0, 6-12=-98/98, 8-11=0/1101, 7-11=-299/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746549F09Floor21M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:19 Page: 1 ID:Pb8uKpguwAtvrf2kmwwiP6zRpTK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =4x4 =4x4 =6x6 =6x6 =3x4 =3x4 =3x4 24 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 0-6-00-7-8 0-3-02-0-02-6-0 0-7-14 0-7-00-8-8 1-3-0 1-3-0 1-0-0 8-1-14 1-0-0 7-1-14 3-8-4 16 -8-6 4-10-4 13-0-2 6-1-14 6-1-14 1-6-0 1-6-0 Scale = 1:33.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [22:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL)-0.20 21-22 >782 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT)-0.27 21-22 >570 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.03 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16,14-15. REACTIONS (size)14= Mechanical, 17=0-3-8, 24= Mechanical Max Uplift 14=-85 (LC 3) Max Grav 14=183 (LC 8), 17=1096 (LC 10), 24=675 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-84/9, 13-14=-80/0, 1-2=0/0, 2-3=-1158/0, 3-4=-1158/0, 4-5=-1485/0, 5-6=-1065/0, 6-7=-1065/0, 7-8=-1065/0, 8-9=0/496, 9-10=0/496, 10-11=-117/132, 11-12=-117/132, 12-13=0/0 BOT CHORD 23-24=0/1158, 22-23=0/1158, 21-22=0/1485, 20-21=0/1485, 19-20=0/1485, 18-19=0/1065, 17-18=0/824, 16-17=-451/11, 15-16=-132/117, 14-15=-132/117 WEBS 4-21=-63/34, 5-20=0/306, 9-17=-369/0, 4-22=-434/0, 2-24=-1308/0, 2-23=0/253, 3-22=-3/92, 8-17=-1289/0, 5-19=-869/0, 6-19=0/398, 8-18=0/630, 7-18=-381/0, 10-17=-228/22, 10-16=0/489, 12-14=-165/186, 11-16=-227/0, 12-15=-107/2 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 14. 5)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746550F10Floor11M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:20 Page: 1 ID:fsF9MWBsnNIpVGq?nSCoeAzRpSf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x6 =1.5x4 16 15 14 13 12 11 10 9 17 1 2 3 4 5 6 7 8 0-7-8 0-1-82-0-02-6-0 0-7-14 1-4-6 2-4-8 1-0-0 8-1-14 1-0-0 7-1-14 4-11-14 13-1-12 6-1-14 6-1-14 1-6-0 1-6-0 Scale = 1:34.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.21 13-14 >726 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.29 13-14 >543 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 59 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)9=0-3-6, 16= Mechanical Max Grav 9=706 (LC 1), 16=713 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-84/11, 9-17=-89/0, 8-17=-89/0, 1-2=0/0, 2-3=-1236/0, 3-4=-1236/0, 4-5=-1672/0, 5-6=-1168/0, 6-7=-1168/0, 7-8=-4/0 BOT CHORD 15-16=0/1236, 14-15=0/1236, 13-14=0/1672, 12-13=0/1672, 11-12=0/1672, 10-11=0/1168, 9-10=0/1168 WEBS 4-13=-62/81, 5-12=0/216, 4-14=-588/0, 2-16=-1395/0, 2-15=0/278, 3-14=-1/138, 5-11=-784/0, 6-11=0/274, 7-9=-1321/0, 7-10=0/245 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746551F11Floor21M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:20 Page: 1 ID:MbRC9Nx7Q7_9Ke?jsmo5d1zRpRi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =3x4 =4x4 =3x4 =3x4 =8x8 =3x4 =3x4 =3x4 =3x4 =4x4 =3x6 14 13 12 11 10 9 8 15 1 2 3 4 5 6 7 0-6-0 0-1-8 2-6-14 1-9-14 2-6-0 2-8-6 2-8-6 10-5-6 13-1-12 1-6-0 1-6-0 Scale = 1:30.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [19:0-0-6,0-1-4], [22:0-0-2,0-4-0], [25:0-0-10,0-1-12] 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 0.37 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT)0.00 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=10-5-6, 9=10-5-6, 10=10-5-6, 11=10-5-6, 12=10-5-6, 13=10-5-6, 14= Mechanical Max Uplift 14=-1 (LC 4) Max Grav 8=194 (LC 1), 9=28 (LC 1), 10=243 (LC 4), 11=387 (LC 1), 12=25 (LC 1), 13=453 (LC 1), 14=128 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-115/0, 8-15=-104/0, 7-15=-103/0, 1-2=0/0, 2-3=-5/50, 3-4=0/116, 4-5=0/116, 5-6=0/116, 6-7=-5/0 BOT CHORD 13-14=-50/5, 12-13=0/172, 11-12=0/172, 10-11=-116/0, 9-10=0/158, 8-9=0/158 WEBS 2-13=-319/0, 2-14=-6/56, 3-13=-252/0, 6-8=-174/0, 3-11=-328/0, 6-10=-336/0, 4-11=-221/0, 5-10=-41/1 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)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. 10)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746552F12Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:20 Page: 1 ID:g1TZv0rAm9QWqAE8l0eh9szRpQX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =4x4 =1.5x4 =1.5x4 =2x4 =2x4 =1.5x4 =2x4 =3x8 =1.5x4 =4x4 =5x6 =4x4 =1.5x4 =1.5x4 =4x4 =1.5x4 THD26 -2 27 26 25 24 23 22 21 20 19 18 17 16 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0-9-8 0-11-00-11-15 2-0-0 0-5-00-8-7 1-4-02-6-0 1-0-0 8-1-14 1-0-0 7-1-14 5-0-0 13 -1-14 6-1-14 6-1-14 12-2-8 25-4-6 1-6-0 1-6-0 Scale = 1:44.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)-0.07 18-20 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT)-0.10 18-20 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT)0.01 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 230 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 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, Except: 10-0-0 oc bracing: 18-20,17-18,16-17. REACTIONS (size)16= Mechanical, 20=13-1-14, 21=13-1-14, 22=13-1-14, 23=13-1-14, 24=13-1-14, 25=13-1-14, 26=13-1-14, 27=13-1-14 Max Uplift 21=-1310 (LC 4), 23=-583 (LC 4), 25=-9 (LC 4), 27=-29 (LC 4) Max Grav 16=839 (LC 4), 20=2971 (LC 1), 21=-834 (LC 3), 22=1067 (LC 1), 23=-327 (LC 3), 24=371 (LC 1), 25=212 (LC 3), 26=181 (LC 1), 27=64 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-51/0, 15-16=-138/0, 1-2=-3/1, 2-3=0/106, 3-4=0/106, 4-5=0/106, 5-6=0/294, 6-7=0/593, 7-8=0/593, 8-9=0/1762, 9-10=0/1762, 10-11=-2712/0, 11-12=-2712/0, 12-13=-2712/0, 13-14=-2712/0, 14-15=-61/0 BOT CHORD 26-27=-47/8, 25-26=-106/0, 24-25=-294/0, 23-24=-294/0, 22-23=-294/0, 21-22=-593/0, 20-21=-593/0, 19-20=0/860, 19-28=0/860, 18-28=0/860, 17-18=0/2712, 16-17=0/1660 WEBS 5-24=-334/0, 6-23=0/415, 9-20=-344/0, 5-25=0/207, 2-27=-7/65, 4-25=-240/0, 2-26=-162/0, 3-26=-35/0, 8-20=-1260/0, 6-22=-602/0, 7-22=-4/10, 8-21=0/494, 10-20=-2847/0, 14-16=-1738/0, 10-18=0/2030, 14-17=0/1261, 12-18=0/190, 13-17=-389/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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 3x4 MT20 unless otherwise indicated. 5)The Fabrication Tolerance at joint 19 = 11%, joint 11 = 11% 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 lb uplift at joint 23, 9 lb uplift at joint 25, 29 lb uplift at joint 27 and 1310 lb uplift at joint 21. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 10)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. 11)CAUTION, Do not erect truss backwards. 12)Use MiTek THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 16-9-14 from the left end to connect truss(es) to front face of bottom chord. 13)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: 16-27=-10, 1-15=-100 Concentrated Loads (lb) Vert: 28=-1336 (F) Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746553F13Floor Girder 1 2M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:20 Page: 1 ID:TAvrEaRTpQrNypRDeuTKhUzRpLu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 12 11 10 9 8 7 13 14 1 2 3 4 5 6 0-1-8 0-1-8 0-1-8 5-10-6 5-11-14 1-6-0 1-6-0 Scale = 1:19 Plate Offsets (X, Y):[1:Edge,0-0-12], [12:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 25 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=5-11-14, 8=5-11-14, 9=5-11-14, 10=5-11-14, 11=5-11-14, 12=5-11-14 Max Grav 7=21 (LC 1), 8=113 (LC 1), 9=152 (LC 1), 10=146 (LC 1), 11=147 (LC 1), 12=53 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-13=-49/0, 13-14=-49/0, 1-14=-49/0, 6-7=-15/0, 1-2=-3/0, 2-3=-3/0, 3-4=-3/0, 4-5=-3/0, 5-6=-3/0 BOT CHORD 11-12=0/3, 10-11=0/3, 9-10=0/3, 8-9=0/3, 7-8=0/3 WEBS 2-11=-132/0, 3-10=-133/0, 4-9=-138/0, 5-8=-107/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 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 10-00-00 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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746554F14Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:21 Page: 1 ID:P252CBGZwjbkmRRCmnJk1xzRpTs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 2-0-02-6-0 0-7-0 0-8-8 1-0-0 7-2-8 1-0-0 8-2-8 6-2-8 6-2-8 6-1-0 14-3-8 1-6-0 1-6-0 Scale = 1:33.2 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.20 13-14 >854 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.26 13-14 >653 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 65 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF 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 (size)9= Mechanical, 16= Mechanical Max Grav 9=779 (LC 1), 16=779 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-85/9, 8-9=-87/4, 1-2=0/0, 2-3=-1379/0, 3-4=-1379/0, 4-5=-2022/0, 5-6=-1360/0, 6-7=-1360/0, 7-8=0/0 BOT CHORD 15-16=0/1379, 14-15=0/1379, 13-14=0/2022, 12-13=0/2022, 11-12=0/2022, 10-11=0/1360, 9-10=0/1360 WEBS 4-13=-47/155, 5-12=-43/160, 4-14=-816/0, 2-16=-1556/0, 2-15=0/359, 3-14=-3/152, 5-11=-837/0, 7-9=-1535/0, 6-11=0/157, 7-10=0/361 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746555F15Floor51M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:21 Page: 1 ID:XbNMWK1CHT0QKLge0hrqBpzRpL7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x6 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 16 15 14 13 12 11 10 9 17 1 2 3 4 5 6 7 8 0-7-00-9-12 0-1-8 2-0-0 2-6-0 1-0-0 7-5-4 1-0-0 8-5-4 6-1-0 14 -6-4 6-5-4 6-5-4 1-6-0 1-6-0 Scale = 1:33.9 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL)-0.22 13-14 >781 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.29 13-14 >590 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)9= Mechanical, 16=0-5-4 Max Grav 9=788 (LC 1), 16=782 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 16-17=-83/13, 1-17=-83/13, 8-9=-87/4, 1-2=-4/1, 2-3=-1433/0, 3-4=-1433/0, 4-5=-2071/0, 5-6=-1378/0, 6-7=-1378/0, 7-8=0/0 BOT CHORD 15-16=0/1433, 14-15=0/1433, 13-14=0/2071, 12-13=0/2071, 11-12=0/2071, 10-11=0/1378, 9-10=0/1378 WEBS 4-13=-49/155, 5-12=-38/168, 4-14=-812/0, 2-16=-1606/0, 2-15=0/358, 3-14=-8/151, 5-11=-871/0, 7-9=-1555/0, 6-11=0/163, 7-10=0/367 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746556F16Floor21M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:21 Page: 1 ID:fei8OPbhCvxlTZmgG2BrakzRpKO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =3x4 24 23 22 21 20 19 18 17 16 15 14 13 25 1 2 3 4 5 6 7 8 9 10 11 12 0-1-8 14-6-4 14-6-4 1-6-0 1-6-0 Scale = 1:28 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 55 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)13=14-6-4, 14=14-6-4, 15=14-6-4, 16=14-6-4, 17=14-6-4, 18=14-6-4, 19=14-6-4, 20=14-6-4, 21=14-6-4, 22=14-6-4, 23=14-6-4, 24=14-6-4 Max Grav 13=56 (LC 1), 14=139 (LC 1), 15=149 (LC 1), 16=146 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=147 (LC 1), 23=145 (LC 1), 24=54 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 24-25=-50/0, 1-25=-49/0, 12-13=-49/0, 1-2=-6/0, 2-3=-6/0, 3-4=-6/0, 4-5=-6/0, 5-6=-6/0, 6-7=-6/0, 7-8=-6/0, 8-9=-6/0, 9-10=-6/0, 10-11=-6/0, 11-12=-6/0 BOT CHORD 23-24=0/6, 22-23=0/6, 21-22=0/6, 20-21=0/6, 19-20=0/6, 18-19=0/6, 17-18=0/6, 16-17=0/6, 15-16=0/6, 14-15=0/6, 13-14=0/6 WEBS 2-23=-131/0, 3-22=-134/0, 4-21=-133/0, 5-20=-133/0, 6-19=-133/0, 7-18=-133/0, 8-17=-133/0, 9-16=-133/0, 10-15=-135/0, 11-14=-129/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 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 10-00-00 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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746557F17Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:21 Page: 1 ID:sN1s51zZbdAjXwvOOHjLgZzRpId-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =1.5x4 =1.5x4 =3x4 =3x4 =1.5x4 8 7 6 5 9 10 1 2 3 4 0-1-82-6-0 1-10-4 0-1-8 7-5-12 7-4-4 7-4-4 1-6-0 1-6-0 Scale = 1:27.1 Plate Offsets (X, Y):[1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)-0.05 7-8 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(CT)-0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 33 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)5=0-5-4, 8= Mechanical Max Grav 5=398 (LC 1), 8=398 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-118/0, 5-9=-118/0, 9-10=-118/0, 4-10=-118/0, 1-2=0/0, 2-3=-526/0, 3-4=0/0 BOT CHORD 7-8=0/526, 6-7=0/526, 5-6=0/526 WEBS 3-5=-594/0, 2-8=-594/0, 2-7=-19/68, 3-6=-19/68 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Refer to girder(s) for truss to truss connections. 4)This truss is designed in accordance with the 2018 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 2509/A/Gar LT-Floor I14746558F18Floor91M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:22 Page: 1 ID:oIDTfLP97hjcrSfIVrMn79zRpI3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information 14 13 12 11 10 9 8 15 16 1 2 3 4 5 6 7 0-1-8 0-1-8 7-5-12 7-4-4 7-4-4 1-6-0 1-6-0 Scale = 1:19 Plate Offsets (X, Y):[1:Edge,0-0-12], [14:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF 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 (size)8=7-5-12, 9=7-5-12, 10=7-5-12, 11=7-5-12, 12=7-5-12, 13=7-5-12, 14=7-5-12 Max Grav 8=30 (LC 1), 9=118 (LC 1), 10=152 (LC 1), 11=145 (LC 1), 12=147 (LC 1), 13=148 (LC 1), 14=55 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-50/0, 8-15=-25/0, 15-16=-25/0, 7-16=-25/0, 1-2=-3/0, 2-3=-3/0, 3-4=-3/0, 4-5=-3/0, 5-6=-3/0, 6-7=-3/0 BOT CHORD 13-14=0/3, 12-13=0/3, 11-12=0/3, 10-11=0/3, 9-10=0/3, 8-9=0/3 WEBS 2-13=-135/0, 3-12=-134/0, 4-11=-132/0, 5-10=-138/0, 6-9=-110/0 NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2018 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 10-00-00 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. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746559F19Floor Supported Gable 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:22 Page: 1 ID:DhTt_p21PHWyKmohfBKSJXzRpHD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =2x4 =5x6 =3x8 =3x10 =1.5x4 =3x8 =4x6 =6x6 =2x4 JUS46 JUS46 THD26 -2Special Special JUS46 JUS46 JUS46 9 10 8 11 7 12 13 14 6 1 2 3 4 5 2-6-0 1-1-8 9-9-8 9-9-8 1-6-0 1-6-0 Scale = 1:33.1 Plate Offsets (X, Y):[2:0-3-8,0-1-8], [7:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.13 6-7 >907 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT)-0.17 6-7 >665 360 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT)0.02 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 90 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-0, 9=0-3-8 Max Grav 6=3131 (LC 1), 9=3848 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-162/0, 5-6=-130/0, 1-2=-368/0, 2-3=-7152/0, 3-4=-7152/0, 4-5=-466/0 BOT CHORD 9-10=0/7152, 8-10=0/7152, 8-11=0/7152, 7-11=0/7152, 7-12=0/4294, 12-13=0/4294, 13-14=0/4294, 6-14=0/4294 WEBS 4-6=-4160/0, 2-9=-7314/0, 4-7=0/3242, 2-8=0/2382, 3-7=0/278 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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)This truss is designed in accordance with the 2018 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)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-2-0 from the left end to 3-2-0 to connect truss(es) to front face of bottom chord. 7)Use MiTek THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 4-0-8 from the left end to connect truss(es) to front face of bottom chord. 8)Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-2-0 from the left end to 9-2-0 to connect truss(es) to back face of bottom chord. 9)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: 6-9=-10, 1-5=-100 Concentrated Loads (lb) Vert: 8=-1397 (F=-628, B=-769), 10=-1397 (F=-628, B=-769), 11=-829 (F), 12=-769 (B), 13=-769 (B), 14=-772 (B) Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746560F20Floor Girder 1 2M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:22 Page: 1 ID:4lS7922uVHcVPF5nxKMWaXzRpJp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =2x4 =3x4 =6x6 =3x4 =4x12 =3x4 JUS46 JUS46 Special 6 7 5 8 4 1 2 3 1-4-4 2-6-0 5-2-8 5-2-8 1-6-0 1-6-0 Scale = 1:24.5 Plate Offsets (X, Y):[5:0-3-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL)-0.01 4-5 >999 480 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 53 lb FT = 11% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 4-3:2x10 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-3-8, 6= Mechanical Max Grav 4=1150 (LC 1), 6=1346 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-984/0, 3-4=-140/0, 1-2=-1350/0, 2-3=0/0 BOT CHORD 6-7=0/0, 5-7=0/0, 5-8=0/1350, 4-8=0/1350 WEBS 2-4=-1440/0, 1-5=0/1635, 2-5=-89/235 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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)Refer to girder(s) for truss to truss connections. 5)This truss is designed in accordance with the 2018 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 MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 3-0-0 to connect truss(es) 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) 178 lb down and 90 lb up at 4-9-14 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: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 4=-178 (F), 7=-902 (F), 8=-902 (F) Job Truss Truss Type Qty Ply 2509/A/Gar LT-Floor I14746561F21Floor Girder 1 2M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:22 Page: 1 ID:SB68_dAAszHv04eHB7cUc2zRpOp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =1.5x4 4 3 1 2 1-3-12 1-6-12 1-6-12 1-6-0 1-6-0 Scale = 1:21.9 Plate Offsets (X, Y):[4:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3=1-6-12, 4=1-6-12 Max Uplift 3=-383 (LC 8), 4=-383 (LC 7) Max Grav 3=418 (LC 5), 4=418 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-410/387, 2-3=-72/0, 1-2=-373/373 BOT CHORD 3-4=-373/373 WEBS 1-3=-573/573 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 4 and 383 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a total drag load of 450 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 288.0 plf. 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 2509/A/Gar LT-Floor I14746562Z1Floor Blocking 1 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:22 Page: 1 ID:tMrYL_DtZ5kBTgiKr3ZBl?zRpFi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information =1.5x4 =3x4 =3x4 =1.5x4 4 3 1 2 1-5-8 1-8-8 1-8-8 1-6-0 1-6-0 Scale = 1:21.9 Plate Offsets (X, Y):[4:Edge,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL)n/a -n/a 999 MT20 185/148 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horiz(TL)0.00 3 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3=1-8-8, 4=1-8-8 Max Uplift 3=-348 (LC 8), 4=-348 (LC 7) Max Grav 3=386 (LC 5), 4=386 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-378/353, 2-3=-79/0, 1-2=-375/375 BOT CHORD 3-4=-375/375 WEBS 1-3=-552/552 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Gable requires continuous bottom chord bearing. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 4 and 348 lb uplift at joint 3. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a total drag load of 450 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 263.4 plf. 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 2509/A/Gar LT-Floor I14746563Z2Floor Blocking 6 1M-2050-03 Job Reference (optional) The Truss Company (Sumner), Sumner, WA - 98390,Run: 8.63 S Nov 19 2022 Print: 8.630 S Nov 19 2022 MiTek Industries, Inc. Thu May 11 14:53:23 Page: 1 ID:AzHdOBWwvTmnLMYxF5?qj2zRpFK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 12,2023 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I 1 . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T , I , o r E l i m i n a t o r b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 0 6 M i T e k ® A l l R i g h t s R e s e r v e d WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E R - 5 2 4 3 , 9 6 0 4 B , 97 3 0 , 9 5 - 4 3 , 9 6 - 3 1 , 9 6 6 7 A NE R - 4 8 7 , N E R - 5 6 1 95 1 1 0 , 8 4 - 3 2 , 9 6 - 6 7 , E R - 3 9 0 7 , 9 4 3 2 A JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S