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1600 A FLOOR DESIGNSTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1093205F 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 June 23,2021 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 I13832564I13832549 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 J1093205F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 19 Ply 1 MFour Contractors LLC Job Reference (optional) I13832549 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-wYB_QSTEcnFlQ?Ceb_5KJnpqyhKp_tkpabP3rOz3OSo 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.05 0.09 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=-222(LC 6), 4=-223(LC 7) Max Grav 5=280(LC 5), 4=278(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-265/237 WEBS 2-4=-370/370 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 222 lb uplift at joint 5 and 223 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 180 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 180.0 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. June 23,2021 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 J1093205F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832550 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-OklMdoTsN5Nc19nq9hcas_L1U5gYjLOypF8cOrz3OSn Scale = 1:10.5123 5 4 3x4 1.5x4 3x4 1.5x4 0-8-6 0-8-6 0-4-14 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.01 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 7 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 0-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical Max Uplift 4=-239(LC 7), 5=-238(LC 6) Max Grav 4=258(LC 4), 5=260(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/243 WEBS 2-4=-265/265 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 239 lb uplift at joint 4 and 238 lb uplift at joint 5. 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 180 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 0-8-6 for 180.0 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. June 23,2021 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 J1093205F Truss F01 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832551 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-sxJkq8UU8PVTfJM0iP8pOCuAMV?TSnY52vu9wHz3OSm Scale = 1:21.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 24 25 13 26 3x6 3x4 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 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 12-11-4 0-11-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] 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 0.18 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 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) *Except* 12-26: 4x4 DF No.2(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 12-11-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 23, 13, 26 except 22=349(LC 1), 21=335(LC 1), 20=338(LC 1), 19=337(LC 1), 18=338(LC 1), 17=336(LC 1), 16=342(LC 1), 15=338(LC 1), 14=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-22=-314/0, 3-21=-311/0, 4-20=-311/0, 5-19=-311/0, 6-18=-311/0, 7-17=-309/0, 8-16=-316/0, 9-15=-310/0, 11-14=-277/0 NOTES-(11) 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) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 10-0-0 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. 10) CAUTION, Do not erect truss backwards. 11) 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: 13-23=-20, 1-12=-233 June 23,2021 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 J1093205F Truss F02 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832552 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-sxJkq8UU8PVTfJM0iP8pOCu7_VsdShx52vu9wHz3OSm Scale = 1:21.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 1.5x4 6x8 3x4 3x4 3x6 3x6 3x6 1.5x4 3x4 1.5x4 4x8 12-11-4 12-11-4 2-6-0 2-1-12 0-1-8 1-6-00-7-41-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-3-8,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 0.33 0.60 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.18 0.03 (loc) 9-10 10-11 14 l/defl >999 >829 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 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) *Except* 7-14: 4x4 DF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 14=0-3-8 Max Grav 11=756(LC 1), 14=753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-14=-753/0, 2-3=-1740/0, 3-4=-1740/0, 4-5=-1118/0, 5-7=-1121/0 BOT CHORD 10-11=0/1141, 9-10=0/1676 WEBS 2-11=-1295/0, 2-10=0/680, 4-9=-633/0, 7-9=0/1280 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. June 23,2021 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 J1093205F Truss F03 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832553 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:10 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-K7t72UV7vidKHSxCG6f2xPRCiuADB3uFHZdjSjz3OSl Scale = 1:34.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x8 MT18HS FP 1.5x4 3x4 3x6 FP 4x8 4x12 5x12 1.5x4 3x6 3x8 1.5x4 3x10 4x10 4x10 5x12 1.5x4 6x8 4x8 12-9-12 12-9-12 20-11-4 8-1-8 2-6-0 2-1-8 1-2-10 1-2-10 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-4-8,Edge], [12:Edge,0-1-8], [14:0-4-8,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.70 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.54 0.10 (loc) 15 15-16 12 l/defl >709 >459 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 112 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) *Except* 4-11: 2x4 DF 2400F 2.0E(flat) BOT CHORD 2x4 DF No.1&Btr(flat) *Except* 12-17: 2x4 DF 2400F 2.0E(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)18=0-5-8, 12=0-3-8 Max Grav 18=1456(LC 1), 12=1604(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4347/0, 3-5=-4347/0, 5-6=-6305/0, 6-7=-6305/0, 7-8=-6432/0, 8-9=-2887/0, 9-10=-2901/0 BOT CHORD 16-18=0/2445, 15-16=0/5573, 14-15=0/6455, 13-14=0/4889, 12-13=0/1494 WEBS 2-18=-2774/0, 2-16=0/2159, 5-16=-1391/0, 5-15=0/831, 8-14=0/1754, 8-13=-2292/0, 10-13=0/1988, 10-12=-2138/0 NOTES-(8) 1) All plates are MT20 plates unless otherwise indicated. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down at 12-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 12-18=-20, 1-11=-100 Concentrated Loads (lb) Vert: 14=-600(F) June 23,2021 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 J1093205F Truss F04 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832554 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-oJRVFqWlg0lBucWPqqAHUdzWIIenwhYOVDNG_Az3OSk Scale = 1:10.21234 7 6 5 8 3x4 3x6 4x6 3x4 3x4 3x6 1.5x4 3-11-4 3-11-4 1-3-4 2-0-0 1-6-00-9-41-6-0Plate Offsets (X,Y)-- [7: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 0.15 0.24 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.11 0.01 (loc) 5 5 8 l/defl >999 >391 n/a L/d 480 360 n/a PLATES MT20 Weight: 23 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) *Except* 4-8: 4x4 DF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 8=0-3-8 Max Grav 7=220(LC 1), 8=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-6=0/262 NOTES-(5) 1) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205F Truss F05 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832555 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-oJRVFqWlg0lBucWPqqAHUdzRMIV5wY0OVDNG_Az3OSk Scale = 1:34.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x8 MT18HS FP 1.5x4 3x4 3x6 FP 3x8 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x10 4x8 20-11-4 20-11-4 2-6-0 2-5-4 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11: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 0.47 0.79 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.44 0.08 (loc) 13 13-14 11 l/defl >855 >559 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 99 lb FT = 20%F, 9%E GRIP 220/195 220/195 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 11=0-3-8 Max Grav 16=1230(LC 1), 11=1230(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3504/0, 3-5=-3504/0, 5-6=-4636/0, 6-7=-4636/0, 7-8=-3504/0, 8-9=-3504/0 BOT CHORD 14-16=0/2022, 13-14=0/4312, 12-13=0/4312, 11-12=0/2022 WEBS 2-16=-2295/0, 2-14=0/1681, 5-14=-918/0, 5-13=0/368, 6-13=-253/0, 7-13=0/368, 7-12=-918/0, 9-12=0/1681, 9-11=-2295/0 NOTES-(5) 1) All plates are MT20 plates unless otherwise indicated. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205F Truss F06 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors LLC Job Reference (optional) I13832556 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:12 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-GW?tTAXNRKt2Wm5bOXhW0qWcAirOf?CYkt6qXcz3OSj Scale = 1:34.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x8 MT18HS FP 1.5x4 3x4 3x6 FP 3x8 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x10 4x8 20-9-0 20-9-0 2-6-0 2-4-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11: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 0.46 0.79 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.44 0.08 (loc) 13 13-14 11 l/defl >863 >564 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 97 lb FT = 20%F, 9%E GRIP 220/195 220/195 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 11=0-2-12 Max Grav 16=1226(LC 1), 11=1226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/0, 3-5=-3490/0, 5-6=-4608/0, 6-7=-4608/0, 7-8=-3462/0, 8-9=-3462/0 BOT CHORD 14-16=0/2015, 13-14=0/4291, 12-13=0/4277, 11-12=0/1973 WEBS 2-16=-2287/0, 2-14=0/1673, 5-14=-910/0, 5-13=0/360, 6-13=-253/0, 7-13=0/376, 7-12=-925/0, 9-12=0/1690, 9-11=-2251/0 NOTES-(7) 1) All plates are MT20 plates unless otherwise indicated. 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) 11. 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) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205F Truss F06A Truss Type FLOOR Qty 7 Ply 1 MFour Contractors LLC Job Reference (optional) I13832557 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:12 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-GW?tTAXNRKt2Wm5bOXhW0qWcCirQf?AYkt6qXcz3OSj Scale = 1:34.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x8 MT18HS FP 1.5x4 3x4 3x6 FP 3x8 4x10 4x10 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 4x10 4x10 4x8 20-8-8 20-8-8 2-6-0 2-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11: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 0.46 0.79 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.43 0.08 (loc) 13 13-14 11 l/defl >869 >567 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 97 lb FT = 20%F, 9%E GRIP 220/195 220/195 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 11=0-2-12 Max Grav 16=1224(LC 1), 11=1224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3480/0, 3-5=-3480/0, 5-6=-4590/0, 6-7=-4590/0, 7-8=-3434/0, 8-9=-3434/0 BOT CHORD 14-16=0/2011, 13-14=0/4277, 12-13=0/4254, 11-12=0/1940 WEBS 2-16=-2282/0, 2-14=0/1668, 5-14=-905/0, 5-13=0/355, 6-13=-253/0, 7-13=0/382, 7-12=-931/0, 9-12=0/1696, 9-11=-2222/0 NOTES-(7) 1) All plates are MT20 plates unless otherwise indicated. 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) 11. 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) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 23,2021 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 J1093205F Truss F08 Truss Type GABLE Qty 1 Ply 2 MFour Contractors LLC Job Reference (optional) I13832558 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:13 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-liZFgWX?Cd?u8wgnxFClZ22uS6NnOc4hzXsN32z3OSi Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 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 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 20-9-4 0-9-41-6-01-6-0LOADING (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-R 0.04 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 139 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF Stud 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 20-9-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 19, 36 except 35=381(LC 1), 34=370(LC 1), 33=371(LC 1), 32=371(LC 1), 31=371(LC 1), 30=371(LC 1), 29=371(LC 1), 28=371(LC 1), 27=371(LC 1), 26=371(LC 1), 24=370(LC 1), 23=371(LC 1), 22=367(LC 1), 21=386(LC 1), 20=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-35=-317/0, 3-34=-311/0, 4-33=-311/0, 5-32=-311/0, 6-31=-311/0, 7-30=-311/0, 9-29=-311/0, 10-28=-311/0, 11-27=-311/0, 12-26=-311/0, 13-24=-311/0, 14-23=-311/0, 15-22=-308/0, 16-21=-324/0 NOTES-(10) 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 0-9-0 oc. Bottom chords 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 25 = 9%, joint 8 = 9% 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 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 10-0-0 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. 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: 19-36=-45(F=-25), 1-18=-233 June 23,2021 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 J1093205F Truss F09 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832559 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-Du6durYdzx7ll4E_Vyj_5FbrIWZe7r6qBBbwbUz3OSh Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 37 38 41 35 36 3x6 FP 7x8 3x4 3x8 MT18HS FP 3x4 5x8 5x10 6x10 4x6 0-0-4 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 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-8 1-4-8 20-0-0 1-3-8 20-9-12 0-9-12 0-11-12 17-3-12 1-7-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [18:0-3-0,Edge], [20:0-3-0,Edge], [40:0-1-9,0-0-12] 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 0.93 0.67 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.08 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 96 lb FT = 9% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) *Except* 12-18: 2x4 DF 2400F 2.0E(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) *Except* 1-36: 4x4 DF No.2(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 34-35. REACTIONS.All bearings 18-10-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 36=-3155(LC 4), 21=-270(LC 4) Max Grav All reactions 250 lb or less at joint(s) 35, 21 except 20=2979(LC 1), 34=3427(LC 1), 33=454(LC 1), 32=333(LC 3), 31=342(LC 1), 30=337(LC 3), 29=338(LC 1), 27=337(LC 3), 26=338(LC 1), 25=336(LC 3), 24=344(LC 1), 23=330(LC 3), 22=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-36=0/3155, 1-2=0/2842, 2-4=0/2842, 4-5=0/2842, 5-6=0/2842, 6-7=0/2842, 7-8=0/2842, 8-9=0/2842, 9-10=0/2842, 10-11=0/2842, 11-13=0/2842, 13-14=0/2842, 14-15=0/2842, 15-16=0/2842, 16-17=0/2842, 17-18=0/2842 BOT CHORD 33-34=-2842/0, 32-33=-2842/0, 31-32=-2842/0, 30-31=-2842/0, 29-30=-2842/0, 27-29=-2842/0, 26-27=-2842/0, 25-26=-2842/0, 24-25=-2842/0, 23-24=-2842/0, 22-23=-2842/0, 21-22=-2842/0, 20-21=-2842/0 WEBS 17-20=-652/0, 18-20=-3487/0, 2-34=-313/0, 4-33=-427/0, 5-32=-307/0, 6-31=-315/0, 7-30=-310/0, 8-29=-311/0, 9-27=-311/0, 10-26=-311/0, 11-25=-310/0, 13-24=-315/0, 14-23=-307/0, 15-22=-364/0, 16-21=-267/134, 1-34=-4236/0 NOTES-(13) 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) Gable studs spaced at 1-4-0 oc. 6) Bearing at joint(s) 36 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3155 lb uplift at joint 36 and 270 lb uplift at joint 21. 8) Non Standard bearing condition. Review required. 9) 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. 10) 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. 11) 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. 12) CAUTION, Do not erect truss backwards. 13) 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: 19-35=-20, 1-41=-233, 18-41=-190 Concentrated Loads (lb) Vert: 18=-2086 June 23,2021 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 J1093205F Truss F10 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors LLC Job Reference (optional) I13832560 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:15 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-h4g05BZFkFFcNEpA3fEDeT837vuIsJw_QrLU7xz3OSg Scale = 1:34.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 23 22 3x6 FP 6x8 3x4 3x6 FP4x8 3x4 4x10 4x12 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 4x6 4x6 5x10 5x10 2-0-0 2-0-0 18-8-8 16-8-8 18-9-12 0-1-4 20-9-12 2-0-0 1-8-8 1-1-0 2-6-0 1-7-4 0-1-8 1-6-00-9-41-6-0Plate Offsets (X,Y)-- [11:0-3-0,Edge], [18:0-1-8,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-SH 0.74 0.65 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.28 0.03 (loc) 15-16 15-16 13 l/defl >999 >804 n/a L/d 480 360 n/a PLATES MT20 Weight: 105 lb FT = 9% 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) *Except* 1-22: 4x4 DF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 22=0-3-8 Max Grav 13=3645(LC 1), 22=1035(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1035/0, 1-2=-1313/0, 2-3=-1981/0, 3-4=-1981/0, 4-6=-3321/55, 6-7=-3321/55, 7-8=-2356/1110, 8-9=-2356/1110, 9-10=0/2923, 10-11=0/2921 BOT CHORD 17-18=0/1310, 16-17=0/2897, 15-16=-535/3079, 13-15=-1975/973 WEBS 10-13=-280/0, 9-13=-2445/0, 9-15=0/1884, 8-15=-256/0, 7-15=-1132/0, 7-16=0/588, 6-16=-252/0, 4-16=-215/481, 4-17=-1039/101, 2-17=0/1017, 2-18=-847/0, 11-13=-3605/0, 1-18=0/1588 NOTES-(7) 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss is designed in accordance with the 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) CAUTION, Do not erect truss backwards. 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: 12-19=-20, 1-11=-100 Concentrated Loads (lb) Vert: 11=-2086 June 23,2021 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 J1093205F Truss F11 Truss Type FLOOR Qty 1 Ply 2 MFour Contractors LLC Job Reference (optional) I13832561 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:16 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-9HEOIXatVYNT?NOMdNmSBggIlJE2bjk7fV41gNz3OSf Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 6x6 1.5x4 4x6 3x4 3x6 6x8 3x4 4x4 3x8 4x5 4x10 3x8 4x10 1.5x4 4x4 1.5x4 3x10 3x4 1.5x4 3x8 3-7-0 3-7-0 22-1-4 18-6-4 22-3-0 0-1-12 24-3-0 2-0-0 1-6-10 1-7-2 2-4-4 2-6-0 1-8-8 1-6-01-6-0Plate Offsets (X,Y)-- [11:0-3-8,0-1-8], [12:Edge,0-2-0], [19:0-4-12,0-1-12] 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 0.49 0.68 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.53 0.06 (loc) 17-18 17-18 14 l/defl >750 >501 n/a L/d 480 360 n/a PLATES MT20 Weight: 246 lb FT = 9% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 20=0-2-12 Max Grav 14=4221(LC 1), 20=3343(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-2063/34, 2-3=-9049/0, 3-4=-9951/0, 4-5=-9951/0, 5-7=-9500/0, 7-8=-9500/0, 8-9=-6102/791, 9-10=-6102/791, 10-11=-217/3362 BOT CHORD 19-20=0/4685, 18-19=0/9049, 17-18=0/10138, 15-17=0/8204, 14-15=-2106/3470, 13-14=-3362/217 WEBS 3-19=-564/27, 11-14=-2169/0, 2-20=-5388/0, 2-19=0/5198, 10-14=-3762/0, 10-15=0/3284, 8-15=-2752/0, 8-17=0/1945, 5-17=-1150/0, 5-18=-203/468, 3-18=-127/979, 11-13=-273/3660 NOTES-(11) 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 0-5-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, Except member 14-11 2x4 - 1 row at 0-9-0 oc, member 20-2 2x4 - 1 row at 0-9-0 oc, member 19-2 2x4 - 1 row at 0-9-0 oc, member 14-10 2x4 - 1 row at 0-9-0 oc, member 15-10 2x4 - 1 row at 0-9-0 oc, member 15-9 2x4 - 1 row at 0-9-0 oc, member 15-8 2x4 - 1 row at 0-9-0 oc, member 17-8 2x4 - 1 row at 0-9-0 oc, member 17-7 2x4 - 1 row at 0-9-0 oc, member 17-5 2x4 - 1 row at 0-9-0 oc, member 18-5 2x4 - 1 row at 0-9-0 oc, member 18-4 2x4 - 1 row at 0-9-0 oc, member 18-3 2x4 - 1 row at 0-9-0 oc, member 13-11 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) The Fabrication Tolerance at joint 16 = 9%, joint 6 = 9% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 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) 3 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 10-0-0 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. 9) CAUTION, Do not erect truss backwards. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2406 lb down at 3-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 12=-2086 19=-2406(F) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-21=-100, 12-21=-20 Concentrated Loads (lb) Vert: 12=-695 19=-2406(F) June 23,2021 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 J1093205F Truss F12 Truss Type FLOOR Qty 6 Ply 1 MFour Contractors LLC Job Reference (optional) I13832562 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:17 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-dTomWtaWGsVKcXzZA4HhjuDPQjWhKC2Hu9qbCpz3OSe Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x4 3x6 FP 5x8 3x4 3x6 FP 3x4 5x12 5x12 1.5x4 3x6 1.5x4 3x8 3x4 1.5x4 4x8 4x8 5x8 1.5x4 5x12 5x12 22-1-4 22-1-4 22-3-0 0-1-12 24-3-0 2-0-0 1-2-12 2-6-0 1-7-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-3-0,Edge], [20: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 0.75 0.91 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.52 0.09 (loc) 17-18 17-18 14 l/defl >713 >506 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)20=0-2-12, 14=0-5-8 Max Grav 20=1254(LC 3), 14=3825(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1263/0, 1-2=-1259/0, 2-3=-1259/0, 3-4=-4156/0, 4-5=-4156/0, 5-7=-4753/0, 7-8=-4753/0, 8-9=-3067/1036, 9-10=-3067/1036, 10-11=0/2994, 11-12=0/2992 BOT CHORD 18-19=0/2952, 17-18=0/4695, 16-17=-392/4151, 14-16=-1975/1323 WEBS 11-14=-277/0, 10-14=-2820/0, 10-16=0/2254, 9-16=-256/0, 8-16=-1498/0, 8-17=0/955, 7-17=-254/0, 5-17=-303/66, 5-18=-612/192, 4-18=-253/0, 3-18=0/1367, 3-19=-1921/0, 1-19=0/1754, 12-14=-3684/0 NOTES-(7) 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) 20. 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) CAUTION, Do not erect truss backwards. 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: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 12=-2086 June 23,2021 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 J1093205F Truss F13 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors LLC Job Reference (optional) I13832563 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:18 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-5fM8jDb81AdBEhYlkoowG5mZZ7zt3faQ6pZ8kGz3OSd Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x4 3x6 FP 3x4 3x6 FP 3x8 3x4 3x4 3x4 1.5x4 3x8 3x6 4x8 4x8 1.5x4 3x4 1.5x4 4x8 4x6 5x10 5x10 7-11-8 7-11-8 22-1-4 14-1-12 22-2-8 0-1-4 24-2-8 2-0-0 2-5-8 2-6-0 1-1-12 1-7-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [12:0-3-0,Edge], [20: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 0.72 0.46 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.01 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 120 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)20=0-2-12, 18=0-5-8, 14=0-5-8 Max Uplift 20=-30(LC 6) Max Grav 20=474(LC 5), 18=1547(LC 3), 14=3390(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-460/43, 1-2=-680/123, 2-3=-680/123, 3-4=-86/1131, 4-5=-89/1127, 5-7=-754/184, 7-8=-754/184, 8-9=-1076/1168, 9-10=-1076/1168, 10-11=0/2928, 11-12=0/2926 BOT CHORD 18-19=-520/628, 17-18=-418/0, 15-17=-630/1154, 14-15=-2008/329 WEBS 11-14=-271/0, 3-18=-1066/0, 3-19=0/514, 2-19=-292/0, 1-19=-139/766, 10-14=-1907/0, 10-15=0/1348, 9-15=-256/0, 8-15=-611/0, 8-17=-481/507, 7-17=-266/0, 5-17=-206/1217, 5-18=-1057/133, 12-14=-3629/0 NOTES-(8) 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) 20. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 20. 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: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 12=-2086 June 23,2021 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 J1093205F Truss F14 Truss Type GABLE Qty 1 Ply 1 MFour Contractors LLC Job Reference (optional) I13832564 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 13:07:21 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:apYS1LGD5TKKtSrgJ4txYmzx1Rs-WE2HMFd0J5?m59HKPwLdukO0gKznG0tsonooLaz3OSa Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 49 58 3x4 3x8 MT18HS FP 3x4 3x10 3x4 4x8 4x10 4x8 5x12 6x10 3x6 5x8 5x10 MT18HS 5x12 5x12 3x4 3x6 FP 4x16 1-4-0 1-4-0 4-0-0 2-8-0 5-4-0 1-4-0 6-8-0 1-4-0 7-8-8 1-0-8 7-11-12 0-3-4 8-5-0 0-5-4 9-4-0 0-11-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-1-4 0-9-4 22-2-8 0-1-4 22-8-0 0-5-8 24-2-8 1-6-8 2-5-12 2-6-0 1-6-12 1-6-12 1-7-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-3-0,Edge], [17:0-3-8,Edge], [23:Edge,0-1-8], [53:0-1-14,0-0-8] 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 0.99 0.58 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.17 0.02 (loc) 17-19 17-19 16 l/defl >999 >955 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 143 lb FT = 20%F, 9%E GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) *Except* 3-20,3-22,1-22,12-16,12-17,8-17,8-19: 2x4 HF No.2(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, Except: 10-0-0 oc bracing: 22-23,15-16. REACTIONS. (size)23=0-2-12, 16=0-5-8, 20=0-5-8 Max Uplift 23=-58(LC 6) Max Grav 23=918(LC 5), 16=4397(LC 4), 20=3639(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-894/80, 1-2=-1244/287, 2-3=-1244/287, 3-4=0/2515, 4-5=0/2506, 5-6=-1596/80, 6-7=-1608/90, 7-8=-1608/90, 8-10=-2722/749, 10-11=-2722/749, 11-12=-2722/749, 12-13=0/3029, 13-14=0/3024 BOT CHORD 21-22=-1025/1085, 20-21=-1025/1085, 19-20=-270/100, 17-19=-264/2665, 16-17=-1747/1493 WEBS 4-20=-635/0, 13-16=-598/0, 3-20=-2531/0, 3-22=0/919, 2-22=-676/0, 1-22=-322/1400, 12-16=-3240/0, 17-49=0/1932, 12-49=0/1928, 10-17=-605/0, 8-17=-550/130, 8-19=-1283/202, 5-19=0/2045, 5-20=-2797/0, 14-16=-3752/0, 7-19=-558/0 NOTES-(11) 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) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 23. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 23. 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 10-0-0 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. 10) CAUTION, Do not erect truss backwards. 11) 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: 15-23=-20, 1-58=-233, 14-58=-190 Concentrated Loads (lb) Vert: 14=-2086 20=-250 June 23,2021 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