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2022.0062-2022.0062 2155 ABC FLOOR SEALS (approved)
Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1070180F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: MFour Contractors, LLC Terry Powell March 7,2021 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 I13685376I13685364 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 Job J1070180F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 9 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685364 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-1bXLTiJSXSpyCficwuvh7A8WNRpgqdTLqBWG7Kzdy7p Scale = 1:10.4123 5 4 1.5x4 3x4 1.5x4 3x4 1-8-6 1-8-6 1-4-14 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 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 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Uplift 5=-304(LC 6), 4=-306(LC 7) Max Grav 5=363(LC 5), 4=361(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-347/320, 2-3=-331/331 BOT CHORD 4-5=-331/331 WEBS 2-4=-494/494 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 5 and 306 lb uplift at joint 4. 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 240 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 240.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F01 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685365 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-Vn5jh1K4IlxpppHoTbQwgNhgGr9PZ4LU2rGpfmzdy7o Scale = 1:44.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 45 46 47 48 2x4 3x6 FP 2x4 2x4 2x4 3x6 FP 0-1-8 0-1-8 1-1-12 1-0-4 2-5-12 1-4-0 3-9-12 1-4-0 5-1-12 1-4-0 6-5-12 1-4-0 7-9-12 1-4-0 9-1-12 1-4-0 10-5-12 1-4-0 11-9-12 1-4-0 13-1-12 1-4-0 14-5-12 1-4-0 15-9-12 1-4-0 17-1-12 1-4-0 18-5-12 1-4-0 19-9-12 1-4-0 21-1-12 1-4-0 22-5-12 1-4-0 23-9-12 1-4-0 25-1-12 1-4-0 26-5-12 1-4-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [22:0-1-8,Edge], [23:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20%F, 9%E GRIP 185/148 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.All bearings 26-4-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 44, 23 except 43=337(LC 1), 42=387(LC 1), 41=375(LC 1), 40=378(LC 1), 39=377(LC 1), 38=377(LC 1), 37=377(LC 1), 36=377(LC 1), 35=377(LC 1), 34=377(LC 1), 32=377(LC 1), 31=377(LC 1), 30=377(LC 1), 29=377(LC 1), 28=377(LC 1), 27=377(LC 1), 26=377(LC 1), 25=379(LC 1), 24=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-43=-317/0, 3-42=-359/0, 4-41=-349/0, 5-40=-351/0, 6-39=-351/0, 7-38=-351/0, 9-37=-351/0, 10-36=-351/0, 11-35=-351/0, 12-34=-351/0, 13-32=-351/0, 14-31=-351/0, 15-30=-351/0, 16-29=-351/0, 17-28=-351/0, 18-27=-351/0, 19-26=-350/0, 20-25=-353/0, 21-24=-345/0 NOTES-(8) 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 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 23-44=-20, 1-22=-263 March 7,2021 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 Job J1070180F Truss F02 Truss Type FLOOR Qty 10 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685366 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-zzf6uNLi333fRzs?1JxACbEkLFLgIQadHV?NBDzdy7n Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 3x4 3x6 FP 3x4 3x6 FP 3x10 3x4 3x6 1.5x4 3x8 3x4 3x4 3x6 3x6 3x6 1.5x4 3x4 4x8 1.5x4 4x10 3x6 2-11-12 2-11-12 10-8-12 7-9-0 26-5-12 15-9-0 2-5-12 2-6-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [12:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.66 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.02 (loc) 14-15 13-14 13 l/defl >999 >909 n/a L/d 480 360 n/a PLATES MT20 Weight: 118 lb FT = 20%F, 9%E GRIP 185/148 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 6-0-0 oc bracing. REACTIONS. (size)20=0-6-12, 17=0-5-8, 13=0-5-8 Max Grav 20=508(LC 3), 17=1969(LC 1), 13=791(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-484/19, 1-2=-732/79, 2-3=-787/360, 3-4=-787/360, 4-5=0/1775, 5-7=0/1775, 7-8=-1353/0, 8-9=-1353/0, 9-10=-1880/0, 10-11=-1880/0 BOT CHORD 18-19=-79/732, 17-18=-889/233, 15-17=-287/200, 14-15=0/1859, 13-14=0/1229 WEBS 5-17=-275/0, 4-17=-1464/0, 4-18=0/897, 2-18=-318/62, 2-19=-330/88, 11-13=-1388/0, 11-14=0/739, 9-15=-629/0, 8-15=-255/0, 7-15=0/1371, 7-17=-1944/0, 1-19=-88/824 NOTES-(6) 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) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F03 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685367 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-RADU5jLKqNBW37RBb0SPlom_Kfeu1vKnW9lwkfzdy7m Scale = 1:25.9 1 2 3 4 5 6 7 11 10 9 8 12 13 3x4 3x6 1.5x4 3x6 3x8 3x8 1.5x4 3x4 1.5x4 3x10 3x8 15-6-4 15-6-4 2-3-4 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.79 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.23 0.05 (loc) 9-10 8-9 8 l/defl >999 >811 n/a L/d 480 360 n/a PLATES MT20 Weight: 68 lb FT = 20%F, 9%E GRIP 185/148 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. REACTIONS. (size)11=Mechanical, 8=0-5-8 Max Grav 11=913(LC 1), 8=913(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2284/0, 3-4=-2284/0, 4-5=-2322/0, 5-6=-2322/0 BOT CHORD 10-11=0/1355, 9-10=0/2546, 8-9=0/1431 WEBS 6-8=-1624/0, 6-9=0/1011, 4-9=-254/0, 4-10=-298/0, 2-10=0/1054, 2-11=-1562/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F04 Truss Type FLOOR Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685368 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:34 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-wMnsJ3MybgJNgH0N9jzeI0J?h3zwmIZwlpUUG5zdy7l Scale = 1:58.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 26 27 28 29 3x6 FP 2x4 3x4 3x6 FP 3x4 3x8 3x8 3x10 1.5x4 3x4 3x10 1.5x4 3x8 5x10 1.5x4 5x10 3x6 3x6 3x6 1.5x4 3x4 4x10 1.5x4 4x10 4x10 19-3-12 19-3-12 34-11-12 15-8-0 2-6-0 1-9-6 1-9-6 2-5-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.86 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.32 0.05 (loc) 23-24 23-24 20 l/defl >999 >724 n/a L/d 480 360 n/a PLATES MT20 Weight: 152 lb FT = 20%F, 9%E GRIP 185/148 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)25=0-5-8, 17=0-5-8, 20=0-3-8 Max Grav 25=970(LC 3), 17=763(LC 4), 20=2591(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2536/0, 3-4=-2536/0, 4-5=-2705/0, 5-6=-2705/0, 6-8=-581/576, 8-9=-581/576, 9-10=0/3141, 10-11=0/3143, 11-12=-1146/860, 12-13=-1146/860, 13-14=-1774/19, 14-15=-1774/19 BOT CHORD 24-25=0/1538, 23-24=0/2863, 22-23=-42/1888, 20-22=-1437/0, 19-20=-1615/0, 18-19=-392/1703, 17-18=0/1176 WEBS 2-25=-1746/0, 2-24=0/1132, 4-24=-371/64, 4-23=-289/0, 5-23=-253/0, 6-23=0/1039, 6-22=-1593/0, 9-22=0/1786, 9-20=-2096/0, 15-17=-1327/0, 15-18=-74/679, 13-18=0/422, 13-19=-897/0, 12-19=-255/0, 11-19=0/1645, 11-20=-2159/0 NOTES-(6) 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) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F05 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685369 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-skucklOC7IZ5waAmG8?6NROVRsswEHuDC7zaL_zdy7j Scale = 1:58.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 60 59 58 57 56 55 54 5352 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 61 62 63 64 3x6 FP 3x6 2x4 3x6 FP 4x8 4x8 3x4 3x4 0-1-8 0-1-8 1-7-12 1-6-4 2-11-12 1-4-0 4-3-12 1-4-0 5-7-12 1-4-0 6-11-12 1-4-0 8-3-12 1-4-0 8-7-8 0-3-12 9-7-12 1-0-4 10-11-12 1-4-0 12-3-12 1-4-0 13-7-12 1-4-0 14-11-12 1-4-0 16-3-12 1-4-0 17-7-12 1-4-0 18-11-12 1-4-0 20-3-12 1-4-0 21-7-12 1-4-0 22-11-12 1-4-0 24-3-12 1-4-0 25-7-12 1-4-0 26-11-12 1-4-0 28-3-12 1-4-0 29-7-12 1-4-0 30-11-12 1-4-0 32-3-12 1-4-0 33-7-12 1-4-0 34-11-12 1-4-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [30:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.06 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 31 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 151 lb FT = 20%F, 9%E GRIP 220/195 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 10-0-0 oc bracing. REACTIONS.All bearings 34-8-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 31 except 60=349(LC 1), 52=5320(LC 1), 54=1475(LC 1), 59=813(LC 1), 58=691(LC 1), 57=716(LC 1), 56=742(LC 1), 55=467(LC 1), 53=660(LC 1), 51=329(LC 1), 50=376(LC 1), 49=378(LC 1), 48=377(LC 1), 47=377(LC 1), 46=377(LC 1), 45=377(LC 1), 43=377(LC 1), 42=377(LC 1), 41=377(LC 1), 40=377(LC 1), 39=377(LC 1), 38=377(LC 1), 37=377(LC 1), 36=377(LC 1), 35=378(LC 1), 34=375(LC 1), 33=387(LC 1), 32=337(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-60=-340/0 WEBS 9-52=-5303/0, 7-54=-1455/0, 2-59=-777/0, 3-58=-667/0, 4-57=-689/0, 5-56=-716/0, 6-55=-442/0, 8-53=-666/0, 10-51=-305/0, 11-50=-349/0, 12-49=-351/0, 13-48=-351/0, 14-47=-351/0, 15-46=-351/0, 17-45=-351/0, 18-43=-351/0, 19-42=-351/0, 20-41=-351/0, 21-40=-351/0, 22-39=-351/0, 23-38=-351/0, 24-37=-351/0, 25-36=-351/0, 26-35=-351/0, 27-34=-349/0, 28-33=-356/0, 29-32=-329/0 NOTES-(8) 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) Gable studs spaced at 1-4-0 oc. 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 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 31-60=-20, 1-6=-517, 6-10=-100, 10-30=-263 Concentrated Loads (lb) Vert: 9=-5633 7=-1772 March 7,2021 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 Job J1070180F Truss F06 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I13685370 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-KxS?x5PrubhyXklyqsXLvexe8G2wzd4NRnj8tQzdy7i Scale: 3/4"=1' 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 4x6 4x10 3x10 5x10 1.5x4 3x10 4x10 4x6 5x10 1.5x4 2-0-8 2-0-8 4-8-12 2-8-4 6-7-8 1-10-12 8-8-0 2-0-8 1-7-4 0-6-0 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.65 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 0.02 (loc) 9 9 7 l/defl >999 >894 n/a L/d 480 360 n/a PLATES MT20 Weight: 88 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Grav 12=3908(LC 1), 7=4941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8573/0, 3-4=-8573/0, 4-5=-8573/0, 5-6=-304/0 BOT CHORD 11-12=0/5541, 10-11=0/5541, 9-10=0/8573, 8-9=0/6331, 7-8=0/6331 WEBS 2-12=-6171/0, 2-11=0/1274, 5-8=0/2162, 5-7=-7009/0, 5-9=0/2883, 2-10=0/3669 NOTES-(7) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 10-3 2x4 - 2 rows staggered at 0-2-0 oc, member 9-4 2x4 - 2 rows staggered at 0-2-0 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 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1739 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-12=-488(B=-468), 7-9=-1065(F=-578, B=-468), 1-6=-100 Concentrated Loads (lb) Vert: 10=-1739(F) March 7,2021 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 Job J1070180F Truss F07 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685371 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-KxS?x5PrubhyXklyqsXLvexjAGAczhkNRnj8tQzdy7i Scale = 1:17.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x4 4x4 4x4 4x5 4x5 4x6 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-4 1-4-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [11:0-1-8,Edge], [18:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.16 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20%F, 9%E GRIP 185/148 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.All bearings 10-8-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 10=-1435(LC 7), 17=-1370(LC 7), 11=-1405(LC 6), 18=-1405(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12 except 10=1471(LC 4), 17=1467(LC 4), 11=1506(LC 5), 18=1439(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-1462/1444, 1-2=-247/274, 2-3=-914/887, 3-4=-563/593, 4-5=-275/273, 5-6=-366/364, 6-7=-685/683, 7-8=-1005/1003, 8-9=-1270/1268 BOT CHORD 17-18=-1159/1161, 16-17=-912/914, 15-16=-593/595, 14-15=-273/275, 13-14=-364/366, 12-13=-683/685, 11-12=-1003/1005, 10-11=-294/294 WEBS 2-17=-1439/1397, 2-18=-1856/1853, 9-11=-1946/1949 NOTES-(12) 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1435 lb uplift at joint 10, 1370 lb uplift at joint 17, 1405 lb uplift at joint 11 and 1405 lb uplift at joint 18. 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 been designed for a total drag load of 2560 lb. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 10-8-4 for 239.5 plf. 10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11) CAUTION, Do not erect truss backwards. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F08 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685372 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-o70N9RPTfvpp9uK9OZ2aSsUl5gOZi4?WfRShPtzdy7h Scale = 1:32.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x10 1.5x4 3x6 4x8 6x10 3x6 5x16 4x16 6x10 4x6 3x6 6x8 6x10 6x8 5x8 7-1-4 7-1-4 19-2-4 12-1-0 2-6-0 1-7-4 1-5-8 0-1-8 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [3:0-1-8,Edge], [8:0-3-0,Edge], [10:Edge,0-1-8], [11:0-1-8,Edge], [12:0-2-0,Edge], [15:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.69 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.37 0.08 (loc) 12-13 12-13 10 l/defl >945 >611 n/a L/d 480 360 n/a PLATES MT20 Weight: 137 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-5-8, 10=Mechanical Max Grav 15=1668(LC 1), 10=1739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5696/0, 3-4=-6922/0, 4-5=-6906/0, 5-6=-6340/0, 6-7=-6340/0, 7-8=-2246/0 BOT CHORD 14-15=0/2907, 13-14=0/5691, 12-13=0/7043, 11-12=0/4649, 10-11=0/2180 WEBS 4-13=-793/0, 2-15=-3298/0, 2-14=0/3114, 3-14=-1235/0, 3-13=0/1511, 5-12=-782/0, 6-12=-373/0, 7-12=0/1881, 7-11=-2687/0, 8-11=0/1361, 8-10=-2785/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-15=-20, 1-18=-100, 9-18=-150 Concentrated Loads (lb) Vert: 4=-594 March 7,2021 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 Job J1070180F Truss F09 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685373 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-GJalMnQ5QDxgn2vLxHZp?30zk4iZRahfu5CFxJzdy7g Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 2x4 3x4 4x6 3x6 4x10 4x10 1.5x4 3x4 1.5x4 3x6 3x6 1.5x4 4x8 4x8 19-2-4 19-2-4 2-6-0 1-7-14 1-7-14 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.71 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.38 0.06 (loc) 12-13 12-13 10 l/defl >927 >596 n/a L/d 480 360 n/a PLATES MT20 Weight: 88 lb FT = 20%F, 9%E GRIP 185/148 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 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 14=0-5-8 Max Grav 10=1133(LC 1), 14=1133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3139/0, 3-4=-3139/0, 4-5=-3912/0, 5-6=-3912/0, 6-7=-2398/0, 7-8=-2398/0 BOT CHORD 13-14=0/1842, 12-13=0/3771, 11-12=0/3405, 10-11=0/1338 WEBS 2-14=-2090/0, 2-13=0/1472, 4-13=-718/0, 6-12=0/575, 6-11=-1143/0, 8-11=0/1357, 8-10=-1690/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 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 Job J1070180F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685374 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-GJalMnQ5QDxgn2vLxHZp?30y94oFRgDfu5CFxJzdy7g Scale = 1:9.0 1 2 3 5 4 3x4 3x6 3x4 3x6 3x4 3-9-4 3-9-4 1-7-10 1-3-01-3-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.34 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.00 (loc) 5 4-5 4 l/defl **** >782 n/a L/d 480 360 n/a PLATES MT20 Weight: 19 lb FT = 20%F, 9%E GRIP 185/148 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 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Grav 5=594(LC 1), 4=594(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/542 WEBS 2-5=-644/0, 2-4=-644/0 NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-318 March 7,2021 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 Job J1070180F Truss F11 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685375 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-kW87Z6RjBW3XOCTXV_42XHZEFTDRA5Up7lxoUlzdy7f Scale = 1:13.4 1 2 3 4 5 6 7 14 13 12 11 10 9 15 16 8 1.5x4 3x4 4x8 2x4 3x6 2x4 3x6 2x4 3x6 2x4 2x4 3x6 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 6-11-0 0-3-0 7-2-12 0-3-12 0-1-8 0-4-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.03 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 9%E GRIP 220/195 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 10-0-0 oc bracing. REACTIONS.All bearings 7-2-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 Max Grav All reactions 250 lb or less at joint(s) except 14=427(LC 1), 13=1299(LC 1), 12=1276(LC 1), 11=1274(LC 1), 10=1261(LC 1), 9=1183(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-425/0 WEBS 2-13=-1263/0, 3-12=-1252/0, 4-11=-1247/0, 5-10=-1234/0, 6-9=-1157/0 NOTES-(10) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 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 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-20, 1-7=-934(F=-417, B=-417) March 7,2021 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 Job J1070180F Truss F12 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13685376 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Mar 5 14:05:40 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:bVkDiYavCeF3Q1Shm7wAy6ycOfW-kW87Z6RjBW3XOCTXV_42XHZCGT6hA6ep7lxoUlzdy7f Scale = 1:13.9 1 2 3 4 5 8 7 6 9 10 1.5x4 3x4 3x4 3x4 3x4 1.5x4 3x6 6-11-0 6-11-0 7-2-12 0-3-12 2-6-0 1-6-8 0-1-8 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.46 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.19 0.00 (loc) 6 7-8 5 l/defl >999 >426 n/a L/d 480 360 n/a PLATES MT20 Weight: 33 lb FT = 20%F, 9%E GRIP 185/148 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. REACTIONS. (size)5=0-3-8, 8=0-5-8 Max Grav 5=404(LC 1), 8=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/0, 3-5=-407/0 BOT CHORD 7-8=0/479 WEBS 2-8=-543/0, 5-7=0/524 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) 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. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 7,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS