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I14161927.J1109713FTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1109713F 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 January 27,2022 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 I14161949I14161927 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 J1109713F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161927 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-mY3aos21pyW1CyHeNMTFGMATb0iZBpn6INnlPHzrT1C Scale = 1:10.4123 5 4 1.5x4 3x4 1.5x4 3x4 1-8-6 1-8-6 1-4-14 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.10 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. January 27,2022 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 J1109713F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161928 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-mY3aos21pyW1CyHeNMTFGMATN0ilBpA6INnlPHzrT1C Scale = 1:10.4123 5 4 2x4 3x4 1.5x4 3x4 1-4-14 1-4-14 1-1-6 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 1-4-14 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=-666(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=-558/558 BOT CHORD 4-5=-558/558 WEBS 2-4=-926/926 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 666 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 1-4-14 for 500.1 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. January 27,2022 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 J1109713F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161929 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:54 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-Elcy?B3faGeuq6sqx4_Upaje6P1pwGEGX1XIykzrT1B Scale = 1:10.4123 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. (size)4=Mechanical, 5=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. January 27,2022 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 J1109713F Truss BP4 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161930 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:54 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-Elcy?B3faGeuq6sqx4_Upaje5P2dwH?GX1XIykzrT1B Scale = 1:10.5123 5 4 1.5x4 4x4 1.5x4 4x4 0-10-6 0-10-6 0-6-14 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.05 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 7 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 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=-675(LC 6), 4=-676(LC 7) Max Grav 5=704(LC 5), 4=701(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-697/682, 2-3=-314/314 BOT CHORD 4-5=-314/314 WEBS 2-4=-771/771 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 5 and 676 lb uplift at joint 4. 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) 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 0-10-6 for 500.0 plf. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss BP5 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161931 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-jxAKDX3HLamlSGR0UnVjLnFprpO2fkNPlhGrUAzrT1A Scale = 1:10.5123 5 4 1.5x4 4x4 1.5x4 4x4 0-8-6 0-8-6 0-4-14 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 7 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Uplift 5=-678(LC 6), 4=-679(LC 7) Max Grav 5=700(LC 5), 4=698(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-695/683 WEBS 2-4=-737/737 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 5 and 679 lb uplift at joint 4. 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) 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 0-8-6 for 500.0 plf. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss F01 Truss Type GABLE Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161932 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-jxAKDX3HLamlSGR0UnVjLnFi0pNgfjXPlhGrUAzrT1A Scale = 1:24.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 3x6 2x4 3x4 3x6 2x4 2x4 0-4-4 0-4-4 1-8-4 1-4-0 3-0-4 1-4-0 4-4-4 1-4-0 5-8-4 1-4-0 7-0-4 1-4-0 8-4-4 1-4-0 9-8-4 1-4-0 11-0-4 1-4-0 12-4-4 1-4-0 13-8-4 1-4-0 15-0-4 1-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.12 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 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 15-0-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 25=587(LC 1), 14=428(LC 1), 24=1110(LC 1), 23=972(LC 1), 22=1010(LC 1), 21=1000(LC 1), 20=1003(LC 1), 19=1002(LC 1), 18=1003(LC 1), 17=996(LC 1), 16=1023(LC 1), 15=917(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-388/0 WEBS 2-25=-618/0, 3-24=-1055/0, 4-23=-954/0, 5-22=-981/0, 6-21=-974/0, 7-20=-976/0, 8-19=-975/0, 9-18=-976/0, 10-17=-972/0, 11-16=-988/0, 12-15=-927/0 NOTES-(9) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) 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: 14-25=-20, 1-13=-731 January 27,2022 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 J1109713F Truss F02 Truss Type FLOOR Qty 10 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161933 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:56 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-B7kiQt4v5tvc3Q0D2V1yu?oxeDZ_O7fY_L0P0czrT19 Scale = 1:25.0 1 2 3 4 5 6 7 11 10 9 8 12 13 3x4 3x6 1.5x4 3x6 3x8 3x8 1.5x4 3x4 1.5x4 3x10 3x8 15-0-4 15-0-4 1-9-4 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.76 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.04 (loc) 9-10 8-9 8 l/defl >999 >836 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 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=883(LC 1), 8=883(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2058/0, 3-4=-2058/0, 4-5=-2212/0, 5-6=-2212/0 BOT CHORD 10-11=0/1072, 9-10=0/2376, 8-9=0/1376 WEBS 6-8=-1562/0, 6-9=0/948, 4-10=-361/0, 3-10=-256/0, 2-10=0/1119, 2-11=-1324/0 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. January 27,2022 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 J1109713F Truss F03 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161934 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-fKI5eD5XsB1ShabPcCYBRCL6Mdu27a2iD?lyY3zrT18 Scale = 1:25.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 1.5x4 1.5x4 3x6 3x8 3x8 1.5x4 3x4 1.5x4 3x10 3x8 3x6 15-3-4 15-3-4 2-0-4 2-6-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.77 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.22 0.04 (loc) 9-10 8-9 8 l/defl >999 >827 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 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)8=0-5-8, 11=0-3-8 Max Grav 8=894(LC 1), 11=894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2143/0, 3-4=-2143/0, 4-5=-2253/0, 5-6=-2253/0 BOT CHORD 10-11=0/1178, 9-10=0/2440, 8-9=0/1397 WEBS 6-8=-1585/0, 6-9=0/972, 4-10=-337/0, 3-10=-254/0, 2-10=0/1096, 2-11=-1411/0 NOTES-(4) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss F04 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14161935 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-fKI5eD5XsB1ShabPcCYBRCL?Qdtc7RXiD?lyY3zrT18 Scale = 1:19.3 1 2 3 4 5 6 10 9 8 7 3x4 1.5x4 5x6 4x5 4x12 8x12 1.5x4 4x6 1.5x4 10x10 11-7-8 11-7-8 2-6-0 0-5-8 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-2-0,0-1-8], [9:0-5-12,0-4-8] 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 0.80 0.86 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 0.03 (loc) 9-10 9-10 7 l/defl >895 >592 n/a L/d 480 360 n/a PLATES MT20 Weight: 115 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 6-8: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 10=0-3-8 Max Grav 7=3868(LC 1), 10=3868(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-4847/0, 2-3=-10235/0, 3-4=-10235/0, 4-5=-3179/0, 5-6=-3179/0 BOT CHORD 9-10=0/5612, 8-9=0/7211 WEBS 2-10=-6099/0, 2-9=0/5023, 4-9=0/3286, 4-8=-4381/0, 6-8=0/5731 NOTES-(5) 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 0-9-0 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-583(F=-113, B=-450), 1-6=-100 January 27,2022 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 J1109713F Truss F05 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14161936 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-7WsTrZ69dV9JJkAbAv3QzQtBf1EGsurrSfVW5VzrT17 Scale = 1:19.1 1 2 3 4 5 6 10 9 8 711 2x4 1.5x4 6x6 4x5 4x10 8x12 1.5x4 4x6 1.5x4 10x10 11-6-8 11-6-8 2-6-0 0-4-8 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [9:0-4-12,0-4-8] 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 0.70 0.77 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.02 (loc) 9-10 9-10 7 l/defl >963 >637 n/a L/d 480 360 n/a PLATES MT20 Weight: 115 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 10=0-3-8 Max Grav 7=3411(LC 1), 10=3482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-4346/0, 2-3=-9467/0, 3-4=-9467/0, 4-5=-2549/0, 5-6=-2549/0 BOT CHORD 9-10=0/5218, 8-9=0/6488 WEBS 2-10=-5670/0, 2-9=0/4617, 4-9=0/3237, 4-8=-4280/0, 6-8=0/5000 NOTES-(6) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 480 lb down at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 7-10=-470(B=-450), 1-6=-100 Concentrated Loads (lb) Vert: 11=-480(F) January 27,2022 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 J1109713F Truss F06 Truss Type Floor Girder Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161937 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-7WsTrZ69dV9JJkAbAv3QzQtCZ1Khs01rSfVW5VzrT17 Scale = 1:17.3 1 2 3 4 5 8 7 6 9 6x10 6x10 3x6 3x6 6x10 6x10 3x6 8x10 10-3-8 10-3-8 2-2-0 2-6-0 1-6-00-1-81-6-0LOADING (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 0.65 0.42 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.03 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 91 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 6=0-3-8 Max Grav 8=2594(LC 1), 6=2455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-359/0, 5-6=-472/0, 2-3=-5500/0, 3-4=-5500/0 BOT CHORD 7-8=0/4047, 6-7=0/4058 WEBS 4-6=-4495/0, 4-7=0/1604, 3-7=-1313/0, 2-7=0/1619, 2-8=-4601/0 NOTES-(3) 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) 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: 6-8=-20, 1-5=-435 Concentrated Loads (lb) Vert: 9=-480 January 27,2022 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 J1109713F Truss F07 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161938 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-biQr3v7nOoHAwtlojdafWdQR6QjsbZV?gJE3dxzrT16 Scale = 1:9.0 1 2 3 5 4 3x4 3x6 3x4 3x6 3x4 3-2-12 3-2-12 1-4-6 1-3-01-3-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.24 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 18 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 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Grav 5=480(LC 1), 4=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/370 WEBS 2-4=-463/0, 2-5=-463/0 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=-303 January 27,2022 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 J1109713F Truss F08 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161939 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:01:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-biQr3v7nOoHAwtlojdafWdQTbQhFbYN?gJE3dxzrT16 Scale = 1:13.0 1 2 3 4 5 8 7 6 9 10 1.5x4 6x6 3x4 3x4 3x6 3x6 6-4-12 6-4-12 6-8-12 0-4-0 2-6-0 1-0-4 0-1-8 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.34 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.16 0.00 (loc) 7 7-8 5 l/defl >999 >471 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 8=0-5-8 Max Grav 5=373(LC 1), 8=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/0, 4-5=-292/0 BOT CHORD 7-8=0/413 WEBS 2-8=-468/0, 5-7=0/458 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss F09 Truss Type Floor Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161940 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:00 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-3v_DGF7Q96P1Y1K_HK5u2rzghq2RK1l8vz_c9NzrT15 Scale = 1:10.3123 5 4 3x4 3x6 3x4 3x6 3x4 1-1-12 1-1-12 3-8-8 2-6-12 1-7-4 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-P 0.16 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.00 (loc) 5 4-5 4 l/defl **** >825 n/a L/d 480 360 n/a PLATES MT20 Weight: 21 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 3-8-8 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=208(LC 1), 4=208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. January 27,2022 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 J1109713F Truss F10 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161941 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:01 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-X5YbTb82wQXuABuAr2c7b2VjiER33KUI8djAhqzrT14 Scale = 1:46.1 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 26 27 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 54 55 56 57 58 3x4 3x6 FP 3x4 3x4 3x6 FP 3x4 3x4 3x6 3x4 3x4 3x4 3x4 3x6 3x6 3x4 2x4 2x4 2x4 2x4 3x6 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 5-11-0 0-5-0 6-10-0 0-11-0 7-11-0 1-1-0 8-2-0 0-3-0 9-6-0 1-4-0 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 20-11-12 0-9-12 21-6-0 0-6-4 22-10-0 1-4-0 24-2-0 1-4-0 25-6-0 1-4-0 26-10-0 1-4-0 27-6-8 0-8-8 1-7-4 0-8-0 0-1-8 1-2-8 1-8-4 1-9-0 12-9-12 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [53: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 0.65 0.06 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 135 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: 51-52. REACTIONS.All bearings 25-8-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 50=-106(LC 3) Max Grav All reactions 250 lb or less at joint(s) 28, 47 except 34=2215(LC 1), 52=1635(LC 1), 48=889(LC 1), 46=1492(LC 1), 51=788(LC 4), 50=541(LC 4), 49=251(LC 4), 45=294(LC 4), 44=658(LC 4), 43=748(LC 1), 42=749(LC 1), 41=980(LC 1), 40=1006(LC 1), 38=1003(LC 1), 37=994(LC 1), 36=1037(LC 1), 35=668(LC 1), 33=437(LC 1), 32=979(LC 1), 31=999(LC 1), 30=1037(LC 1), 29=829(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/580, 2-3=0/580, 3-4=0/429, 4-5=0/429 BOT CHORD 51-52=-580/0 WEBS 21-34=-2209/0, 3-52=-1045/0, 7-48=-880/0, 9-46=-1483/0, 1-54=-698/0, 52-54=-787/0, 4-51=-570/17, 5-50=-511/138, 10-45=-275/0, 11-44=-630/0, 12-43=-722/0, 14-42=-723/0, 15-41=-953/0, 16-40=-980/0, 17-38=-976/0, 18-37=-967/0, 19-36=-1010/0, 20-35=-644/0, 22-33=-415/0, 23-32=-952/0, 24-31=-973/0, 25-30=-1009/0, 26-29=-807/0, 3-51=-10/387, 5-51=-616/0 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 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 106 lb uplift at joint 50. 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: 28-53=-20, 1-55=-532, 55-56=-100, 56-57=-532, 20-57=-731, 20-58=-100, 27-58=-731 Continued on page 2 January 27,2022 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 J1109713F Truss F10 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161941 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:01 2022 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-X5YbTb82wQXuABuAr2c7b2VjiER33KUI8djAhqzrT14 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 21=-2470 7=-928 9=-1612 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 J1109713F Truss F11 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161942 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:02 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-?H5_hx9ghjflnLTMPl8M8G2tdeZtonsRMHTjEGzrT13 Scale = 1:45.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 3x4 3x12 MT18HS FP 5x8 3x6 3x6 FP 4x8 3x4 5x10 4x6 4x12 4x10 1.5x4 3x8 1.5x4 3x8 3x4 1.5x4 4x10 4x10 5x6 4x5 6x8 4x12 2-1-0 2-1-0 24-1-0 22-0-0 27-6-8 3-5-8 1-8-8 1-3-0 2-6-0 1-6-8 1-6-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [15:Edge,0-1-8], [21:0-1-8,Edge], [23: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 0.64 0.92 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.53 0.09 (loc) 19-20 19-20 16 l/defl >725 >497 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 153 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=0-5-8, 16=0-5-8 Max Grav 22=2532(LC 3), 16=1723(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1405, 2-3=0/1404, 3-4=-890/919, 4-5=-4090/0, 5-7=-4090/0, 7-8=-4988/0, 8-9=-4988/0, 9-10=-3578/0, 10-11=-3565/0, 11-12=0/478, 12-13=0/466 BOT CHORD 21-22=-919/890, 20-21=-230/2734, 19-20=0/4779, 17-19=0/4534, 16-17=0/2009 WEBS 1-22=-1719/0, 11-16=-2456/0, 11-17=0/1820, 10-17=-255/0, 9-17=-1123/0, 9-19=0/558, 8-19=-254/0, 7-19=0/364, 7-20=-910/0, 5-20=-253/0, 4-20=0/1664, 4-21=-2225/0, 3-21=0/1128, 13-16=-446/0, 3-22=-1913/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-23=-20, 1-14=-100 Concentrated Loads (lb) Vert: 1=-900 January 27,2022 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 J1109713F Truss F12 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161943 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:03 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-UUfMuGAIS1ncPV2ZyTfbgTb2w1vhXEGabxCHmizrT12 Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 3x4 3x12 MT18HS FP 3x4 3x6 FP 4x8 3x4 4x6 4x8 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x10 5x6 4x5 2-1-0 2-1-0 24-3-8 22-2-8 1-8-8 1-4-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [13:Edge,0-1-8], [18:0-1-8,Edge], [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.95 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.56 0.10 (loc) 16-17 16-17 13 l/defl >701 >470 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 118 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)19=0-5-8, 13=0-5-8 Max Grav 19=2549(LC 1), 13=1269(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1406, 2-3=0/1405, 3-4=-977/858, 4-6=-4204/0, 6-7=-4204/0, 7-8=-5126/0, 8-9=-5126/0, 9-10=-3775/0, 10-11=-3775/0 BOT CHORD 18-19=-858/977, 17-18=-114/2834, 16-17=0/4905, 14-16=0/4693, 13-14=0/2186 WEBS 1-19=-1720/0, 11-13=-2467/0, 11-14=0/1804, 9-14=-1041/0, 9-16=0/491, 8-16=-253/0, 7-16=0/377, 7-17=-923/0, 6-17=-253/0, 4-17=0/1680, 4-18=-2241/0, 3-18=0/1134, 3-19=-1986/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 1=-900 January 27,2022 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 J1109713F Truss F12A Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161944 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:04 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-ygDk6cAwDLvT1fdlWAAqDh7DMREfGhNkqbyqI9zrT11 Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x4 3x12 MT18HS FP 3x4 3x6 FP 4x8 3x6 6x6 4x8 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 5x6 4x6 1.5x4 1.5x4 1-4-0 1-4-0 2-1-0 0-9-0 24-3-8 22-2-8 1-8-8 1-4-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-3-0,Edge], [13:Edge,0-1-8], [18:0-1-8,Edge], [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.96 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.57 0.10 (loc) 16-17 16-17 13 l/defl >701 >462 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 123 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS. (size)19=0-5-8, 13=0-5-8 Max Grav 19=2636(LC 1), 13=1307(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/780, 2-3=0/775, 3-4=-1208/358, 4-6=-4335/0, 6-7=-4335/0, 7-8=-5214/0, 8-9=-5214/0, 9-10=-3821/0, 10-11=-3821/0 BOT CHORD 18-19=-379/1155, 17-18=0/2987, 16-17=0/5015, 14-16=0/4760, 13-14=0/2211 WEBS 2-19=-903/0, 1-19=-941/0, 11-13=-2496/0, 11-14=0/1827, 9-14=-1066/0, 9-16=0/515, 8-16=-253/0, 7-16=0/304, 7-17=-850/0, 6-17=-253/0, 4-17=0/1606, 4-18=-2135/0, 3-18=0/1090, 3-19=-1869/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates 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) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-2=-622, 2-12=-100 January 27,2022 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 J1109713F Truss F13 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161945 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:05 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-Qsn6JyBY_e1KeoCx4th3lugPXrbp?6yt3FhNqbzrT10 Scale = 1:37.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x4 3x12 MT18HS FP 5x6 3x4 3x6 FP 4x8 4x10 4x12 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 1.5x4 5x10 22-5-4 22-5-4 1-5-4 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.91 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.60 0.10 (loc) 15-16 15-16 12 l/defl >698 >446 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 12=0-5-8 Max Grav 18=1328(LC 1), 12=1328(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1332/0, 1-2=-1456/0, 2-3=-1456/0, 3-4=-4563/0, 4-6=-4563/0, 6-7=-5367/0, 7-8=-5367/0, 8-9=-3898/0, 9-10=-3898/0 BOT CHORD 16-17=0/3253, 15-16=0/5205, 13-15=0/4875, 12-13=0/2250 WEBS 10-12=-2540/0, 10-13=0/1870, 8-13=-1109/0, 8-15=0/558, 7-15=-253/0, 6-16=-729/0, 4-16=-253/0, 3-16=0/1486, 3-17=-2039/0, 1-17=0/1940 NOTES-(6) 1) All plates are MT20 plates unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss F14 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161946 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:05 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-Qsn6JyBY_e1KeoCx4th3lugXprpj?H8t3FhNqbzrT10 Scale = 1:18.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 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 11-1-12 0-5-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 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) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 11-1-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 27,2022 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 J1109713F Truss F15 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161947 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:06 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-u2LUXICAly9BGyn8ebCII6CebF2Ikg81HvRxN1zrT1? Scale = 1:18.3 1 2 3 4 5 6 10 9 8 7 11 12 2x4 4x4 3x4 3x6 3x4 3x6 1.5x4 3x4 1.5x4 4x5 11-1-12 11-1-12 0-10-12 2-0-0 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 0.32 0.51 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.17 0.02 (loc) 8 7-8 7 l/defl >999 >782 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 7=Mechanical Max Grav 10=650(LC 1), 7=650(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-660/0, 1-2=-468/0, 2-3=-468/0, 3-4=-1350/0, 4-5=-1350/0 BOT CHORD 8-9=0/1064, 7-8=0/960 WEBS 5-7=-1084/0, 5-8=0/443, 3-8=0/325, 3-9=-716/0, 1-9=0/785 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. January 27,2022 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 J1109713F Truss F16 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161948 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:07 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-MFvtkeDpWGH2u6MKBIjXrJlowfUgT6RAWZAUvTzrT1_ Scale = 1:18.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 3x4 3x4 4x6 4x6 2x4 2x4 2x4 2x4 0-1-8 0-1-8 0-7-12 0-6-4 1-11-12 1-4-0 3-3-12 1-4-0 4-7-12 1-4-0 5-11-12 1-4-0 7-3-12 1-4-0 8-1-8 0-9-12 8-7-12 0-6-4 9-11-12 1-4-0 11-1-12 1-2-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.05 0.36 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: 53 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 11-0-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22 except 12=330(LC 1), 15=3395(LC 1), 21=746(LC 1), 20=1043(LC 1), 19=993(LC 1), 18=997(LC 1), 17=1031(LC 1), 16=694(LC 1), 14=501(LC 1), 13=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-330/0 WEBS 8-15=-3387/0, 2-21=-758/0, 3-20=-1014/0, 4-19=-967/0, 5-18=-971/0, 6-17=-1004/0, 7-16=-670/0, 9-14=-482/0, 10-13=-879/0 NOTES-(8) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-22=-20, 1-7=-731, 7-25=-100, 11-25=-731 Concentrated Loads (lb) Vert: 8=-3715 January 27,2022 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 J1109713F Truss F17 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14161949 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Jan 26 14:02:07 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kkIf1VqdXXynWDfng3qeJ7zrnG5-MFvtkeDpWGH2u6MKBIjXrJlncfTST82AWZAUvTzrT1_ Scale = 1:18.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 2x4 3x4 3x6 4x4 3x4 3x4 2x4 2x4 0-1-8 0-1-8 1-4-0 1-2-8 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-0-12 0-8-12 6-8-0 0-7-4 8-0-0 1-4-0 9-4-0 1-4-0 10-11-12 1-7-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.13 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 20=316(LC 1), 11=395(LC 1), 15=1832(LC 1), 19=673(LC 1), 18=745(LC 1), 17=756(LC 1), 16=513(LC 1), 14=368(LC 1), 13=705(LC 1), 12=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-285/0, 10-11=-388/0 WEBS 6-15=-1827/0, 2-19=-672/0, 3-18=-713/0, 4-17=-730/0, 5-16=-489/0, 7-14=-344/0, 8-13=-682/0, 9-12=-794/0 NOTES-(8) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-20, 1-5=-532, 5-23=-100, 10-23=-532 Concentrated Loads (lb) Vert: 6=-2001 January 27,2022 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