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2022.0064-2022.0064 2448 ABC FLOOR SEALS (approved)Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1070272F 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 10,2021 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 I13689721I13689696 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 J1070272F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 15 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689696 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-cxJaja7_8PMymyrgSEWf_HnJkeEQq3YzAS7mKTzccNZ 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 0.11 0.25 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=-662(LC 6), 4=-663(LC 7) Max Grav 5=720(LC 5), 4=718(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-705/677, 2-3=-689/689 BOT CHORD 4-5=-689/689 WEBS 2-4=-1029/1029 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 662 lb uplift at joint 5 and 663 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 500 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 500.0 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 10,2021 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 J1070272F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Mar 10 09:40:24 2021 Page 1 Truss Co, Sumner, WA ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-xOt3es4_CE839_iBKQe0p3iS4qQ?KDUW7OO60ZzcKnr Scale = 1:10.3 4-5 2-5 3-4 1-3 2-4 1 2 3 5 4 3x4 2x4 3x4 1.5x4 1-6-10 1-6-10 1-3-2 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-P 0.16 0.10 0.23 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: 9 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 1-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=83/Mechanical, 5=94/Mechanical Max Uplift 4=-665(LC 7), 5=-664(LC 6) Max Grav 4=715(LC 4), 5=717(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-704/678, 2-3=-623/623 BOT CHORD 4-5=-623/623 WEBS 2-4=-976/976 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 665 lb uplift at joint 4 and 664 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 500 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-10 for 500.0 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. LOAD CASE(S) Standard March 10,2021 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 J1070272F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Mar 10 09:41:28 2021 Page 1 Truss Co, Sumner, WA ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-bVButOrWNb47Dg0IX9GotMpDADx1biOnch9yjPzcKms Scale = 1:10.3 4-5 2-5 3-4 1-3 2-4 1 2 3 5 4 2x4 3x4 1.5x4 3x4 1-3-10 1-3-10 1-0-2 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-P 0.16 0.08 0.21 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: 9 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 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=79/Mechanical, 4=68/Mechanical Max Uplift 5=-668(LC 6), 4=-669(LC 7) Max Grav 5=712(LC 5), 4=710(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-701/679, 2-3=-511/511 BOT CHORD 4-5=-511/511 WEBS 2-4=-892/892 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 668 lb uplift at joint 5 and 669 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 500 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-10 for 500.0 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. LOAD CASE(S) Standard March 10,2021 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 J1070272F Truss BP4 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Mar 10 09:42:03 2021 Page 1 Truss Co, Sumner, WA ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-YRMVQiH5ufc0XCmDejvEKyIN5kDM1_D4uIts?KzcKmI Scale = 1:10.3 4-5 2-5 3-4 1-3 2-4 1 2 3 5 4 2x4 3x4 1.5x4 3x4 1-4-10 1-4-10 1-1-2 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-P 0.16 0.09 0.22 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: 9 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 1-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=84/Mechanical, 4=73/Mechanical Max Uplift 5=-667(LC 6), 4=-668(LC 7) Max Grav 5=714(LC 5), 4=712(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-702/679, 2-3=-548/548 BOT CHORD 4-5=-548/548 WEBS 2-4=-919/919 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 667 lb uplift at joint 5 and 668 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 500 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-10 for 500.2 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. LOAD CASE(S) Standard March 10,2021 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 J1070272F Truss BP5 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Mar 10 09:42:28 2021 Page 1 Truss Co, Sumner, WA ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-JEMxgFam?KmT12B1bTs5rDrenplSOIemegRgMNzcKlv Scale = 1:10.3 4-5 2-5 3-4 1-3 2-4 1 2 3 5 4 2x4 3x4 1.5x4 3x4 1-2-2 1-2-2 0-10-10 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-P 0.16 0.07 0.21 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: 8 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 1-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=72/Mechanical, 4=60/Mechanical Max Uplift 5=-670(LC 6), 4=-671(LC 7) Max Grav 5=710(LC 5), 4=708(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-700/680, 2-3=-455/455 BOT CHORD 4-5=-455/455 WEBS 2-4=-853/853 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 670 lb uplift at joint 5 and 671 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 500 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-2 for 500.0 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. LOAD CASE(S) Standard March 10,2021 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 J1070272F Truss BP6 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689701 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-1W_jMb9tRKkWdPaF7N4MbvPq7sFW1QjPtQMQxozccNW Scale = 1:10.4123 5 4 1.5x4 3x4 1.5x4 3x4 1-4-6 1-4-6 1-0-14 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 0.16 0.09 0.22 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: 9 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 1-4-6 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=-667(LC 6), 4=-668(LC 7) Max Grav 5=714(LC 5), 4=711(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-702/679, 2-3=-539/539 BOT CHORD 4-5=-539/539 WEBS 2-4=-912/912 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 667 lb uplift at joint 5 and 668 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 500 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-6 for 500.0 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 10,2021 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 J1070272F Truss F01 Truss Type GABLE Qty 1 Ply 3 MFour Contractors, LLC Job Reference (optional) I13689702 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-1W_jMb9tRKkWdPaF7N4MbvPpUsAq1GdPtQMQxozccNW Scale = 1:22.1 1 2 3 4 5 6 12 11 10 9 8 713 3x4 2x4 5x8 6x6 4x8 4x4 2x4 4x8 6x8 2x4 5x8 2x4 3-5-4 3-5-4 5-11-4 2-6-0 8-8-12 2-9-8 11-2-12 2-6-0 13-5-8 2-2-12 2-4-4 1-7-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-2-4,0-1-8] 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 0.20 0.39 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 237 lb FT = 9% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-12: 2x12 DF SS 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)12=0-5-8, 7=0-3-8 Max Grav 12=6838(LC 1), 7=3162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2677/0, 6-7=-2878/0, 1-2=-6369/0, 2-3=-8970/0, 3-4=-8970/0, 4-5=-4872/0, 5-6=-4872/0 BOT CHORD 10-11=0/6369, 9-10=0/8358, 8-9=0/8358 WEBS 2-10=0/2795, 3-10=-593/0, 4-10=0/657, 4-8=-3747/0, 5-8=-592/0, 6-8=0/5531, 2-11=-1596/0, 4-9=0/597, 1-11=0/6749 NOTES-(7) 1) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x12 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 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. 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) Gable studs spaced at 1-4-0 oc. 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) 3830 lb down at 0-1-8 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: 12-13=-20, 7-13=-260(F=-240), 1-6=-233 Concentrated Loads (lb) Vert: 12=-3830(F) March 10,2021 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 J1070272F Truss F02 Truss Type GABLE Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I13689703 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-ViY5ZxAVCesNFZ9Rh4bb87xwBGQ6mmiZ545zTEzccNV Scale = 1:14.0 1 2 3 4 7 6 5 3x4 2x4 4x10 5x6 4x5 2x4 5x10 7-6-12 7-6-12 2-6-0 1-8-4 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-2-0,0-2-8] 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 0.40 0.83 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.03 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 4-6: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Grav 5=3786(LC 1), 7=3786(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1384/0, 4-5=-3729/0, 2-3=-4922/0, 3-4=-4922/0 BOT CHORD 6-7=0/5492 WEBS 2-7=-5968/0, 2-6=-620/0, 3-6=-2534/0, 4-6=0/5661 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs 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) Gable studs spaced at 1-4-0 oc. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-20, 1-4=-1021 March 10,2021 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 J1070272F Truss F03 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689704 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-R5gr_dBlkF65UtJqoVd3DY1J43HPEiVsZOa4X6zccNT Scale: 1/4"=1' 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 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 51 52 3x6 FP4x6 3x4 3x6 FP 4x6 4x6 6x8 1.5x4 1.5x4 3x4 4x6 4x4 2x4 1.5x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1.5x4 3x6 FP 1-6-0 1-6-0 1-10-4 0-4-4 1-11-12 0-1-8 2-10-0 0-10-4 4-2-0 1-4-0 5-6-0 1-4-0 6-10-0 1-4-0 7-11-12 1-1-12 9-6-0 1-6-4 10-10-0 1-4-0 12-2-0 1-4-0 13-6-0 1-4-0 14-10-0 1-4-0 16-2-0 1-4-0 17-6-0 1-4-0 18-10-0 1-4-0 20-2-0 1-4-0 21-6-0 1-4-0 22-10-0 1-4-0 24-2-0 1-4-0 25-6-0 1-4-0 26-10-0 1-4-0 28-2-0 1-4-0 28-10-8 0-8-8 1-7-4 0-8-0 0-1-8 1-2-8 3-9-0 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-3-0,Edge], [46:0-1-8,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 0.25 0.07 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 166 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 49-50,48-49,47-48,46-47. REACTIONS.All bearings 27-0-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 46 Max Grav All reactions 250 lb or less at joint(s) 26 except 43=3828(LC 4), 48=3436(LC 1), 47=898(LC 4), 46=1066(LC 4), 45=1292(LC 4), 44=776(LC 1), 42=1249(LC 1), 41=1261(LC 4), 40=1271(LC 1), 39=1268(LC 4), 38=1269(LC 1), 37=1269(LC 1), 36=1269(LC 1), 34=1269(LC 1), 33=1269(LC 1), 32=1269(LC 1), 31=1268(LC 1), 30=1271(LC 1), 29=1257(LC 1), 28=1329(LC 1), 27=1006(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-50=-524/0, 2-3=0/604 BOT CHORD 49-50=-751/0, 48-49=-751/0, 47-48=-795/0, 46-47=-604/0 WEBS 7-43=-3801/0, 2-48=-3417/0, 50-51=0/915, 2-51=0/945, 3-47=-1089/0, 4-46=-1319/0, 5-45=-1265/0, 6-44=-753/0, 9-42=-1219/0, 10-41=-1235/0, 11-40=-1244/0, 12-39=-1242/0, 14-38=-1242/0, 15-37=-1242/0, 16-36=-1242/0, 17-34=-1242/0, 18-33=-1242/0, 19-32=-1242/0, 20-31=-1242/0, 21-30=-1244/0, 22-29=-1230/0, 23-28=-1302/0, 24-27=-983/0, 2-47=0/430, 3-46=0/847 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46. 5) Non Standard bearing condition. Review required. 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) 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: 26-50=-20, 1-52=-931, 3-52=-100, 3-6=-931, 6-8=-100, 8-25=-931 Continued on page 2 March 10,2021 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 J1070272F Truss F03 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689704 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:44 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-R5gr_dBlkF65UtJqoVd3DY1J43HPEiVsZOa4X6zccNT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-3766 2=-2098 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 J1070272F Truss F04 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689705 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-vHEEBzCNUZEy61u0MD8ImlZMiTQCz5w?n2Ke4ZzccNS Scale = 1:61.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x6 FP 3x4 3x6 FP 4x10 3x4 3x4 4x6 4x6 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x6 4x12 1.5x4 4x10 5x6 4x5 4x8 4x8 4x5 3x4 3x6 3x4 3x8 1.5x4 3x6 2-1-0 2-1-0 23-1-0 21-0-0 29-1-8 6-0-8 36-5-8 7-4-0 1-8-8 2-6-0 1-6-0 1-3-0 0-8-0 1-10-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-1-8,Edge], [22:0-1-8,Edge], [24:0-1-8,Edge], [30: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 0.77 0.93 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.38 0.05 (loc) 27-28 27-28 23 l/defl >999 >657 n/a L/d 480 360 n/a PLATES MT20 Weight: 170 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) *Except* 8-18: 2x4 DF No.1&Btr(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.All bearings 0-5-8 except (jt=length) 19=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 21=-406(LC 3) Max Grav All reactions 250 lb or less at joint(s) except 29=2293(LC 3), 21=696(LC 5), 23=2566(LC 4), 19=389(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1405, 2-3=0/1407, 3-4=-2431/55, 4-5=-2431/55, 5-6=-2958/0, 6-7=-2958/0, 7-9=-1200/0, 9-10=-1200/0, 10-11=0/1982, 11-12=0/3373, 12-13=0/3377, 13-14=0/581, 14-15=0/353, 15-16=-362/0, 16-17=-362/0 BOT CHORD 28-29=-689/1266, 27-28=0/2935, 26-27=0/2316, 24-26=-631/0, 23-24=-1982/0, 22-23=-1906/0, 21-22=-581/0, 20-21=-353/0, 19-20=0/464 WEBS 2-29=-267/0, 15-21=-539/0, 1-29=-1712/0, 3-29=-2078/0, 3-28=0/1508, 4-28=-255/0, 5-28=-751/0, 5-27=0/277, 6-27=-255/0, 7-27=0/736, 7-26=-1274/0, 9-26=-263/0, 10-26=0/2035, 10-24=-1800/0, 11-24=0/1218, 13-23=-1991/0, 13-22=0/1504, 14-22=-585/89, 14-21=-343/680, 17-19=-524/0, 15-20=0/747, 11-23=-1944/0 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 406 lb uplift at joint 21. 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: 19-30=-20, 1-18=-100 Concentrated Loads (lb) Vert: 1=-900 March 10,2021 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 J1070272F Truss F05 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689706 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-NTocPJD?FtMpkBSCwwgXIz6ZEtqoiW080i3Bc?zccNR Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 4x10 3x12 MT20HS FP 3x6 3x4 3x6 FP 3x4 8x16 6x18 3x6 6x12 MT18HS 5x12 3x4 3x8 1.5x4 3x8 3x4 1.5x4 3x10 3x8 1.5x4 4x10 5x6 2-11-12 2-11-12 5-1-0 2-1-4 26-3-8 21-2-8 2-5-12 1-10-4 2-6-0 1-6-0 1-4-0 1-6-01-6-0Plate Offsets (X,Y)-- [22: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 0.59 0.65 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.03 (loc) 16-18 16-18 14 l/defl >999 >819 n/a L/d 480 360 n/a PLATES MT20 MT20HS MT18HS Weight: 151 lb FT = 20%F, 9%E GRIP 220/195 165/146 220/195 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)22=0-3-8, 14=0-5-8, 20=0-5-8 Max Uplift 22=-353(LC 4) Max Grav 22=1724(LC 3), 14=1009(LC 4), 20=4864(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-646/0, 13-14=-1004/0, 2-3=0/4426, 3-4=0/4426, 4-5=-708/172, 5-7=-705/171, 7-8=-2902/0, 8-9=-2902/0, 9-10=-2812/0, 10-11=-2812/0, 11-12=-1038/0, 12-13=-1038/0 BOT CHORD 21-22=-1209/2203, 20-21=-1203/2220, 19-20=-1744/0, 18-19=0/2044, 16-18=0/3095, 15-16=0/1863 WEBS 2-21=0/698, 2-22=-2440/1338, 2-20=-6092/0, 4-20=-2999/0, 4-19=0/2393, 7-19=-1579/0, 7-18=0/1033, 8-18=-254/0, 9-18=-277/0, 9-16=-322/3, 10-16=-261/0, 11-16=0/1076, 11-15=-1100/0, 13-15=0/1399 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 22. 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: 14-22=-20, 1-23=-560, 2-23=-190, 2-13=-100 Concentrated Loads (lb) Vert: 21=-678 2=-2168 March 10,2021 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 J1070272F Truss F06 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689707 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-JsvMq?EGnUcXzUcb1Li?OOBrXgVGAUWRU?YIguzccNP Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP4x6 3x6 FP 4x10 3x6 4x8 4x10 4x10 1.5x4 3x6 1.5x4 1.5x4 4x10 4x8 4x5 5x6 4x8 4x8 4x5 3x6 3x8 1.5x4 3x6 3x6 FP 5-1-0 5-1-0 26-1-0 21-0-0 32-1-8 6-0-8 39-5-8 7-4-0 2-2-8 2-6-0 1-6-0 1-3-0 0-8-0 1-10-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-1-8,Edge], [15:0-1-8,Edge], [23:0-1-8,Edge], [26:0-1-8,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 0.86 0.65 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 0.02 (loc) 28 27-28 25 l/defl >999 >832 n/a L/d 480 360 n/a PLATES MT20 Weight: 178 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, Except: 10-0-0 oc bracing: 28-30,27-28,20-21. REACTIONS.All bearings 0-5-8 except (jt=length) 32=0-3-12, 20=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 32=-607(LC 7), 22=-289(LC 3) Max Grav All reactions 250 lb or less at joint(s) 32 except 31=2275(LC 3), 22=738(LC 5), 25=2188(LC 4), 20=387(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/2480, 3-4=0/2480, 4-5=-1098/0, 5-6=-1098/0, 6-7=-2331/0, 7-8=-2331/0, 8-10=-1272/0, 10-11=-1272/0, 11-12=0/1344, 12-13=0/2540, 13-14=0/2544, 14-15=0/469, 15-16=0/359, 16-17=-355/0, 17-18=-355/0 BOT CHORD 31-32=-1129/0, 30-31=-441/0, 28-30=0/1954, 27-28=0/2039, 25-26=-1344/0, 23-25=-1435/0, 22-23=-469/0, 21-22=-359/0, 20-21=0/461 WEBS 3-31=-274/0, 16-22=-538/0, 2-31=-1756/0, 2-32=0/1310, 4-31=-2320/0, 4-30=0/1723, 5-30=-256/0, 6-30=-976/0, 6-28=0/433, 7-28=-255/0, 8-28=0/341, 8-27=-881/0, 10-27=-262/0, 11-27=0/1638, 11-26=-1516/0, 12-26=0/1031, 14-25=-1585/0, 14-23=0/1174, 15-23=-427/86, 15-22=-311/461, 18-20=-520/0, 16-21=0/750, 12-25=-1672/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 32 and 289 lb uplift at joint 22. 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. March 10,2021 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 J1070272F Truss F07 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689708 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-o2Tk1LFuYokObeBnb2DEwbk0N4r9vxZbifIrDKzccNO Scale = 1:66.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 31 30 29 28 27 26 25 24 23 22 21 20 32 33 3x6 FP 3x4 4x8 3x4 2x4 3x6 FP 4x10 3x4 3x4 4x8 4x12 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 5x6 5x6 3x4 3x6 1.5x4 3x6 4x8 1.5x4 4x8 4x8 3x6 FP 5-1-0 5-1-0 26-1-0 21-0-0 39-10-0 13-9-0 2-4-4 2-4-4 2-6-0 1-6-0 1-3-0 1-6-12 1-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-1-8,Edge], [19:0-1-8,Edge], [25:0-1-8,Edge], [31: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 0.85 0.68 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.02 (loc) 28 26-28 24 l/defl >999 >803 n/a L/d 480 360 n/a PLATES MT20 Weight: 175 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, Except: 10-0-0 oc bracing: 28-29,26-28. REACTIONS.All bearings 0-5-8 except (jt=length) 31=0-3-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 31=-624(LC 6) Max Grav All reactions 250 lb or less at joint(s) 31 except 20=659(LC 5), 30=2310(LC 3), 24=2401(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/2550, 3-4=0/2551, 4-5=-1095/0, 5-6=-1095/0, 6-7=-2391/0, 7-8=-2391/0, 8-10=-1393/9, 10-11=-1393/9, 11-12=0/1626, 12-13=0/2872, 13-14=0/2873, 14-15=-382/1254, 15-16=-382/1254, 16-17=-1384/212, 17-18=-1384/212 BOT CHORD 30-31=-1232/0, 29-30=-476/0, 28-29=0/1983, 26-28=0/2130, 25-26=-613/0, 24-25=-1626/0, 23-24=-1771/0, 21-23=-684/1131, 20-21=-52/963 WEBS 3-30=-261/0, 2-31=0/1408, 2-30=-1738/0, 4-30=-2354/0, 4-29=0/1758, 5-29=-255/0, 6-29=-1013/0, 6-28=0/469, 7-28=-255/0, 8-28=0/399, 8-26=-939/0, 10-26=-262/0, 11-26=0/1694, 11-25=-1550/0, 12-25=0/1076, 12-24=-1721/0, 18-20=-1093/59, 18-21=-182/478, 16-21=0/586, 16-23=-1148/0, 14-23=0/1309, 14-24=-1554/0 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 capable of withstanding 624 lb uplift at joint 31. 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. March 10,2021 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 J1070272F Truss F08 Truss Type FLOOR Qty 12 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689709 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-GF17FgGWJ5sFComz9mkTTpGJ7UBXeThkxJ1OlmzccNN Scale = 1:22.5 1 2 3 4 5 6 7 11 10 9 8 12 13 3x4 3x6 1.5x4 3x6 3x6 3x6 1.5x4 3x4 1.5x4 4x5 4x4 13-6-4 13-6-4 1-5-0 1-4-4 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-P 0.34 0.67 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.18 0.03 (loc) 9-10 8-9 8 l/defl >999 >883 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 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=793(LC 1), 8=793(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1370/0, 3-4=-1370/0, 4-5=-1878/0, 5-6=-1878/0 BOT CHORD 10-11=0/791, 9-10=0/1874, 8-9=0/1210 WEBS 6-8=-1373/0, 6-9=0/758, 4-10=-572/0, 2-10=0/807, 2-11=-1061/0 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 10,2021 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 J1070272F Truss F09 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689710 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-GF17FgGWJ5sFComz9mkTTpGL9ULBeUmkxJ1OlmzccNN Scale = 1:22.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-6-4 1-6-4 2-10-4 1-4-0 4-2-4 1-4-0 5-6-4 1-4-0 6-10-4 1-4-0 8-2-4 1-4-0 9-6-4 1-4-0 10-10-4 1-4-0 12-2-4 1-4-0 13-6-4 1-4-01-6-01-6-0Plate Offsets (X,Y)-- [22: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-R 0.21 0.05 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 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 13-6-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 22=602(LC 1), 12=529(LC 1), 21=1377(LC 1), 20=1249(LC 1), 19=1272(LC 1), 18=1268(LC 1), 17=1269(LC 1), 16=1269(LC 1), 15=1265(LC 1), 14=1283(LC 1), 13=1244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-585/0, 11-12=-507/0 WEBS 2-21=-1353/0, 3-20=-1222/0, 4-19=-1246/0, 5-18=-1241/0, 6-17=-1242/0, 7-16=-1242/0, 8-15=-1240/0, 9-14=-1253/0, 10-13=-1230/0 NOTES-(7) 1) All plates are 3x6 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 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) 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: 12-22=-20, 1-11=-931 March 10,2021 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 J1070272F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 3 MFour Contractors, LLC Job Reference (optional) I13689711 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:SU6F5R59P6Jf4EdpoUXta8ySAwL-kRbVS0H84P_6qyLAiTFi?0pKxuSqNoruAznyHCzccNM Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 20 19 6x8 1.5x4 3x8 MT18HS 5x6 4x8 4x12 1.5x4 4x4 3x4 6x10 MT18HS 8x10 1.5x4 3x4 1.5x4 8x10 4x12 1.5x4 8x10 4-1-0 4-1-0 20-11-12 16-10-12 1-9-14 1-9-14 2-6-0 2-0-0 1-1-0 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-4-0,Edge], [11:0-1-12,0-1-8], [13:0-2-0,0-4-12], [14:0-2-12,0-4-8], [15:0-4-12,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.98 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.55 0.07 (loc) 14-15 14-15 12 l/defl >548 >365 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 320 lb FT = 9% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud *Except* 4-17,4-15,7-15,7-14,9-14: 2x4 DF No.1&Btr, 11-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 17=0-3-8 Max Grav 12=7497(LC 1), 17=10285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-7283/0, 2-3=0/1148, 3-4=0/1148, 4-6=-22776/0, 6-7=-22776/0, 7-8=-25569/0, 8-9=-25569/0, 9-10=-8929/0, 10-11=-8929/0 BOT CHORD 17-18=-658/0, 15-17=-20/11045, 14-15=0/24805, 13-14=0/16866, 12-13=0/450 WEBS 3-17=-381/0, 2-18=0/699, 2-17=-564/0, 4-17=-13249/0, 4-15=0/12748, 7-15=-2204/0, 7-14=-97/830, 8-14=-116/310, 9-14=0/9458, 9-13=-8961/0, 10-13=-73/335, 11-13=0/10957 NOTES-(10) 1) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 16 = 9%, joint 5 = 9% 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 966 lb down at 4-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 18-19=-415(B=-405), 12-19=-873(F=-457, B=-405), 1-11=-50 Continued on page 2 March 10,2021 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 J1070272F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 3 MFour Contractors, LLC Job Reference (optional) I13689711 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:51 2021 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:SU6F5R59P6Jf4EdpoUXta8ySAwL-kRbVS0H84P_6qyLAiTFi?0pKxuSqNoruAznyHCzccNM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=-966(F) 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 J1070272F Truss F11 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689712 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-Cd9tfMImrj7zS6wMGBmxYEMjpI176SP1OdWVpfzccNL Scale = 1:20.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x4 3x4 3x4 3x4 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 12-5-12 0-5-121-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [22: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-R 0.07 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 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 12-5-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 10,2021 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 J1070272F Truss F12 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689713 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-Cd9tfMImrj7zS6wMGBmxYEMfsIyo6RP1OdWVpfzccNL Scale = 1:21.8 1 2 3 4 5 6 10 9 8 7 3x4 3x6 3x4 3x6 3x6 3x4 3x4 3x6 1.5x4 3x6 4-11-12 4-11-12 13-1-8 8-1-12 2-1-4 2-6-0 2-7-12 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-P 0.32 0.36 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.16 0.00 (loc) 8 7-8 7 l/defl **** >400 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-3-8 except (jt=length) 10=0-3-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 10=255(LC 1), 7=269(LC 1), 9=484(LC 1), 8=538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-265/0, 2-9=-295/0, 5-7=-260/0, 5-8=-356/0, 4-8=-264/0 NOTES-(4) 1) 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. 2) 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. 3) CAUTION, Do not erect truss backwards. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 10,2021 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 J1070272F Truss F13 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689714 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-gpjFtiIOc0Fp3FVYquIA5RurshISrsWAdHG3M5zccNK Scale = 1:21.8 1 2 3 4 5 6 7 12 11 10 9 8 3x4 3x6 3x4 3x6 3x6 3x4 3x4 3x4 3x4 1.5x4 4x5 4x6 5-1-0 5-1-0 11-0-0 5-11-0 13-1-8 2-1-8 2-2-8 2-6-0 0-6-8 1-9-0 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.33 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.10 0.00 (loc) 10-11 11-12 9 l/defl >999 >599 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 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, Except: 10-0-0 oc bracing: 10-11. REACTIONS.All bearings 0-3-12 except (jt=length) 8=Mechanical, 11=0-5-8, 9=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 Max Grav All reactions 250 lb or less at joint(s) 8 except 12=261(LC 5), 11=735(LC 3), 9=560(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 10-11=0/259 WEBS 3-11=-261/0, 6-9=-566/0, 2-11=-359/0, 2-12=-265/11, 4-11=-408/0, 6-10=0/434 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 100 lb uplift at joint(s) 8. 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. March 10,2021 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 J1070272F Truss F14 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689715 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-gpjFtiIOc0Fp3FVYquIA5RuuihJurtnAdHG3M5zccNK Scale = 1:10.2123 5 4 3x6 3x6 3x6 3x6 3x6 3-11-4 3-11-4 1-8-10 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-P 0.12 0.31 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.07 0.00 (loc) 5 4-5 4 l/defl **** >681 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 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 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=Mechanical Max Grav 5=387(LC 1), 4=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/299 WEBS 2-5=-367/0, 2-4=-367/0 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=-190 March 10,2021 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 J1070272F Truss F15 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689716 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-80Hd42J0NKNghP4lOcpPdeR_W5U4aD0Ksx?cuXzccNJ Scale = 1:24.8 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x8 3x4 3x6 3x4 6x10 3x8 3x10 1.5x4 3x4 3x8 3x6 2-5-4 2-5-4 15-0-12 12-7-8 2-0-12 2-0-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [12: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 0.44 0.95 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.24 0.05 (loc) 9-10 9-10 8 l/defl >999 >750 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 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)12=0-3-8, 8=Mechanical Max Grav 12=1215(LC 1), 8=949(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2533/0, 3-4=-2529/0, 4-5=-2477/0, 5-6=-2477/0 BOT CHORD 11-12=0/1904, 10-11=0/1904, 9-10=0/2746, 8-9=0/1531 WEBS 2-12=-2189/0, 6-8=-1729/0, 6-9=0/1073, 4-9=-306/0, 2-10=0/729 NOTES-(5) 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) CAUTION, Do not erect truss backwards. 5) 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: 8-12=-20, 1-7=-100 Concentrated Loads (lb) Vert: 2=-387 March 10,2021 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 J1070272F Truss F16 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689717 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-cCq0IOKf8eVXJZexxJKeAs_7LVvZJg4T5bl9Q_zccNI Scale = 1:43.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 3x6 FP 3x4 3x4 3x6 FP 3x8 3x4 3x4 3x4 1.5x4 1.5x4 3x4 4x8 1.5x4 4x8 5-1-0 5-1-0 11-0-4 5-11-4 11-1-8 0-1-4 25-11-0 14-9-8 2-2-8 2-6-0 1-0-12 2-0-0 1-9-4 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 0.56 0.61 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.02 (loc) 15-16 14-15 14 l/defl >999 >938 n/a L/d 480 360 n/a PLATES MT20 Weight: 117 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.All bearings 0-3-12 except (jt=length) 20=0-5-8, 18=0-3-8, 14=Mechanical. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 21=276(LC 5), 20=635(LC 3), 18=1719(LC 4), 14=747(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-30/279, 4-5=-30/279, 5-6=0/1490, 6-8=0/1487, 8-9=-1022/0, 9-10=-1022/0, 10-11=-1716/0, 11-12=-1716/0 BOT CHORD 20-21=-11/251, 18-19=-761/5, 16-18=-263/0, 15-16=0/1610, 14-15=0/1146 WEBS 3-20=-364/126, 2-20=-383/0, 2-21=-291/12, 5-18=-1083/0, 5-19=0/579, 3-19=-392/234, 12-14=-1294/0, 12-15=0/647, 10-16=-675/0, 9-16=-263/0, 8-16=0/1419, 8-18=-1533/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. March 10,2021 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 J1070272F Truss F17 Truss Type FLOOR Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689718 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-4OOOVkLHvxdOwjD7V0rti3WI_vFh27JdJFUjyQzccNH Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x4 3x6 FP 3x4 3x6 FP 3x8 3x4 1.5x4 1.5x4 3x4 4x8 1.5x4 4x8 7-11-0 7-11-0 8-0-4 0-1-4 22-9-12 14-9-8 2-5-0 2-6-0 1-9-4 1-6-01-6-0Plate Offsets (X,Y)-- [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-SH 0.57 0.62 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.02 (loc) 13-15 12-13 12 l/defl >999 >936 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 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)18=Mechanical, 16=0-3-8, 12=Mechanical Max Uplift 18=-102(LC 4) Max Grav 18=348(LC 3), 16=1783(LC 1), 12=752(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-335/114, 1-2=-436/255, 2-3=-436/255, 3-4=0/1519, 4-6=0/1516, 6-7=-1059/0, 7-8=-1059/0, 8-9=-1735/0, 9-10=-1735/0 BOT CHORD 16-17=-782/164, 15-16=-289/0, 13-15=0/1638, 12-13=0/1156 WEBS 3-16=-1209/0, 3-17=0/655, 2-17=-290/0, 1-17=-288/493, 10-12=-1304/0, 10-13=0/657, 8-15=-682/0, 7-15=-263/0, 6-15=0/1423, 6-16=-1523/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 18. 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. March 10,2021 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 J1070272F Truss F18 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689719 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-Zbymj4LvgFlFYtoJ3kM6FH3ZhJkOndwmYvEGVszccNG Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 46 47 3x4 3x6 FP 3x4 3x6 FP 3x4 4x5 3x6 FP 1.5x4 1.5x4 2x4 2x4 2x4 1.5x4 1.5x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1.5x4 0-9-0 0-9-0 1-9-12 1-0-12 2-1-0 0-3-4 3-5-0 1-4-0 4-9-0 1-4-0 6-1-0 1-4-0 7-5-0 1-4-0 7-10-8 0-5-8 8-9-0 0-10-8 10-1-0 1-4-0 11-5-0 1-4-0 12-9-0 1-4-0 14-1-0 1-4-0 15-5-0 1-4-0 16-9-0 1-4-0 18-1-0 1-4-0 19-5-0 1-4-0 20-9-0 1-4-0 22-1-0 1-4-0 22-9-12 0-8-121-6-01-6-0Plate Offsets (X,Y)-- [45: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-R 0.19 0.01 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 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 22-9-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24 except 45=272(LC 1), 43=1708(LC 1), 37=3105(LC 1), 44=458(LC 1), 42=577(LC 1), 41=1100(LC 1), 40=1328(LC 1), 39=1158(LC 1), 38=768(LC 1), 36=942(LC 1), 35=1282(LC 1), 34=1268(LC 1), 32=1269(LC 1), 31=1269(LC 1), 30=1269(LC 1), 29=1268(LC 1), 28=1271(LC 1), 27=1257(LC 1), 26=1329(LC 1), 25=979(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-45=-262/0 WEBS 3-43=-1697/0, 9-37=-3099/0, 2-44=-446/0, 4-42=-559/0, 5-41=-1072/0, 6-40=-1302/0, 7-39=-1131/0, 8-38=-747/0, 10-36=-918/0, 11-35=-1255/0, 13-34=-1241/0, 14-32=-1242/0, 15-31=-1242/0, 16-30=-1242/0, 18-29=-1242/0, 19-28=-1244/0, 20-27=-1231/0, 21-26=-1301/0, 22-25=-960/0 NOTES-(7) 1) All plates are 3x6 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. 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: 24-45=-20, 1-2=-931, 2-46=-100, 46-47=-931, 10-47=-100, 10-23=-931 Concentrated Loads (lb) Vert: 3=-2098 9=-3766 March 10,2021 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 J1070272F Truss F19 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689720 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-1nW8wQMXQZt6A1NWdRtLnUcgti3fW7CvnZzq1JzccNF Scale = 1:10.3123 6 5 4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1-4-0 1-4-0 2-10-0 1-6-01-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6: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-R 0.35 0.08 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-10-0, 4=2-10-0, 5=2-10-0 Max Grav 6=289(LC 1), 4=331(LC 1), 5=645(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-267/0, 3-4=-315/0 WEBS 2-5=-631/0 NOTES-(6) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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) 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: 4-6=-20, 1-3=-470 March 10,2021 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 J1070272F Truss F20 Truss Type GABLE Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I13689721 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 15:39:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:qBmPsOPMvoZZ67CDlEWhopyTu8_-1nW8wQMXQZt6A1NWdRtLnUcZzis9WxfvnZzq1JzccNF Scale = 1:19.8 1 2 3 4 5 6 12 11 10 9 8 7 3x4 2x4 6x6 6x10 6x8 MT18HS 5x12 1.5x4 7x8 1.5x4 10x12 2x4 2x4 2-8-0 2-8-0 8-0-0 5-4-0 12-0-0 4-0-0 2-6-0 0-10-0 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-4-0,0-2-8], [6:0-1-12,0-2-0] 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 0.79 0.94 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.05 (loc) 9-10 9-10 7 l/defl >776 >518 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 122 lb FT = 9% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS WEBS 2x4 HF No.2 *Except* 1-12,6-7,3-10,5-8: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 12=0-5-8 Max Grav 7=5679(LC 1), 12=7815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2799/0, 6-7=-5583/0, 2-3=-13986/0, 3-4=-13986/0, 4-5=-5506/0, 5-6=-5506/0 BOT CHORD 11-12=0/9952, 10-11=0/9952, 9-10=0/12719, 8-9=0/12719 WEBS 2-12=-10898/0, 2-10=0/4354, 3-10=-1527/0, 4-10=0/1384, 4-8=-7802/0, 5-8=-1527/0, 6-8=0/7787, 2-11=0/929, 4-9=0/756 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 10-2 2x4 - 1 row at 0-9-0 oc, member 10-3 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc, member 8-4 2x4 - 1 row at 0-9-0 oc, member 8-5 2x4 - 1 row at 0-9-0 oc, member 8-6 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 MT20 plates unless otherwise indicated. 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) 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: 7-12=-344(F=-240), 1-6=-626 Concentrated Loads (lb) Vert: 1=-2136 March 10,2021 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