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1959 ABC FLOOR SEALSTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1070166F 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 I13689410I13689392 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 J1070166F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 12 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689392 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-O72wqvdHc8sVRhCLq?JirsPfhp9sOLh2iOhPtXzcd_x 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 J1070166F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689393 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-tJbI2FevNS_M3rnXNiqxO3yqaDVg7oYBx2RyPzzcd_w Scale = 1:10.4123 5 4 1.5x4 3x4 1.5x4 3x4 1-2-10 1-2-10 0-11-2 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 0.07 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 1-2-10 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=-669(LC 6), 4=-671(LC 7) Max Grav 5=711(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=-473/473 BOT CHORD 4-5=-473/473 WEBS 2-4=-866/866 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 669 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 1-2-10 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. 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 J1070166F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689394 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-tJbI2FevNS_M3rnXNiqxO3yqaDW27puBx2RyPzzcd_w Scale = 1:10.4123 5 4 3x4 1.5x4 3x4 1.5x4 0-10-10 0-10-10 0-7-2 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 0.05 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 0-10-10 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=-676(LC 7), 5=-675(LC 6) Max Grav 4=702(LC 4), 5=704(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-697/682, 2-3=-323/323 BOT CHORD 4-5=-323/323 WEBS 2-4=-776/776 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 676 lb uplift at joint 4 and 675 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 0-10-10 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. 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 J1070166F Truss BP4 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 08:59:33 2021 Page 1 Truss Co, Sumner, WA ID:HUUvda6siF?_1mNF5BlrGOyT8f6-CsHUEmQZQ9LrcKq7FA9F_ChbdpvaZijlXZAwV7zcLO8 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 J1070166F Truss F01 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689396 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-pij2Twf9u3E4I8wwV7sPTU16g1CUbhrUOMw3Uszcd_u Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 37 38 3x4 3x6 FP 3x4 3x6 3x6 FP 4x4 4x4 2x4 2x4 1-4-0 1-4-0 2-6-4 1-2-4 4-0-0 1-5-12 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [36: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 0.45 0.05 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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) 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 21-2-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 36=417(LC 1), 19=384(LC 1), 34=2683(LC 1), 35=882(LC 1), 33=1060(LC 1), 32=951(LC 1), 31=981(LC 1), 30=974(LC 1), 29=976(LC 1), 28=975(LC 1), 27=975(LC 1), 26=975(LC 1), 24=975(LC 1), 23=976(LC 1), 22=972(LC 1), 21=988(LC 1), 20=932(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-36=-408/0, 18-19=-361/0 WEBS 3-34=-2657/0, 2-35=-855/0, 4-33=-1031/0, 5-32=-925/0, 6-31=-955/0, 8-30=-947/0, 9-29=-949/0, 10-28=-949/0, 11-27=-949/0, 12-26=-949/0, 13-24=-949/0, 14-23=-949/0, 15-22=-947/0, 16-21=-957/0, 17-20=-921/0 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: 19-36=-20, 1-18=-711 Concentrated Loads (lb) Vert: 3=-1700 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 J1070166F Truss F02 Truss Type FLOOR Qty 10 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689397 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:41 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-pij2Twf9u3E4I8wwV7sPTU14d10WbboUOMw3Uszcd_u Scale = 1:35.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x4 3x12 MT18HS FP 4x8 1.5x4 3x6 FP 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 1.5x4 5x8 5x6 21-4-0 21-4-0 0-10-0 2-0-0 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:Edge,0-1-8], [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 0.51 0.82 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.49 0.09 (loc) 15 15-16 12 l/defl >808 >514 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 102 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-2-12, 12=0-5-8 Max Grav 18=1261(LC 1), 12=1261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1276/0, 1-2=-926/0, 2-3=-926/0, 3-4=-3846/0, 4-6=-3846/0, 6-7=-4871/0, 7-8=-4871/0, 8-9=-3619/0, 9-10=-3619/0 BOT CHORD 16-17=0/2429, 15-16=0/4598, 13-15=0/4487, 12-13=0/2080 WEBS 10-12=-2361/0, 10-13=0/1747, 8-13=-985/0, 8-15=0/436, 7-15=-254/0, 6-15=0/310, 6-16=-853/0, 4-16=-257/0, 3-16=0/1609, 3-17=-1806/0, 1-17=0/1554 NOTES-(7) 1) All plates are MT20 plates unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 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 J1070166F Truss F03 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689398 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:42 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-HuHRgGgnfNMxwIV63rNe?iaHQRMSK2Aed0fd0Izcd_t Scale = 1:34.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x12 MT20HS FP 3x4 4x6 3x8 1.5x4 3x6 FP 4x10 4x10 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 4x10 4x8 20-5-12 20-5-12 2-1-4 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 0.45 0.77 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.41 0.08 (loc) 14 12-14 11 l/defl >899 >584 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 96 lb FT = 20%F, 9%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 11=0-5-8 Max Grav 16=1210(LC 1), 11=1210(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3279/0, 3-4=-3279/0, 4-6=-4488/0, 6-7=-4488/0, 7-8=-3429/0, 8-9=-3429/0 BOT CHORD 15-16=0/1758, 14-15=0/4125, 12-14=0/4201, 11-12=0/1985 WEBS 9-11=-2253/0, 9-12=0/1639, 7-12=-876/0, 7-14=0/326, 6-14=-253/0, 4-14=0/413, 4-15=-959/0, 3-15=-251/0, 2-15=0/1726, 2-16=-2066/0 NOTES-(7) 1) All plates are MT20 plates unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) 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 J1070166F Truss F04 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689399 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-l5rptchQQgUoYS4JcYvtYv6Stqtw3cQnsgPAYkzcd_s Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 41 42 3x4 3x6 FP 3x4 2x4 3x6 FP 3x4 3x4 3x4 3x4 0-5-12 0-5-12 1-6-0 1-0-4 1-9-12 0-3-12 3-1-12 1-4-0 4-5-12 1-4-0 5-6-0 1-0-4 5-9-12 0-3-12 7-1-12 1-4-0 8-5-12 1-4-0 9-9-12 1-4-0 11-1-12 1-4-0 12-5-12 1-4-0 13-9-12 1-4-0 15-1-12 1-4-0 16-5-12 1-4-0 17-9-12 1-4-0 19-1-12 1-4-0 20-5-12 1-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [20:0-1-8,Edge], [40: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 0.40 0.05 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 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 20-4-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 40 except 21=359(LC 1), 34=1915(LC 1), 38=2025(LC 1), 39=551(LC 1), 37=734(LC 1), 36=1012(LC 1), 35=915(LC 1), 33=787(LC 1), 32=999(LC 1), 31=970(LC 1), 30=977(LC 1), 29=975(LC 1), 27=975(LC 1), 26=975(LC 1), 25=976(LC 1), 24=974(LC 1), 23=981(LC 1), 22=962(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 20-21=-349/0 WEBS 7-34=-1908/0, 3-38=-2009/0, 2-39=-582/0, 4-37=-718/0, 5-36=-984/0, 6-35=-890/0, 8-33=-766/0, 9-32=-971/0, 10-31=-943/0, 11-30=-950/0, 13-29=-948/0, 14-27=-949/0, 15-26=-949/0, 16-25=-949/0, 17-24=-947/0, 18-23=-954/0, 19-22=-937/0 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: 21-40=-20, 1-20=-711 Concentrated Loads (lb) Vert: 7=-1700 3=-1700 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 J1070166F Truss F05 Truss Type FLOOR GIRDER Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I13689400 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-DHPB5yi2B_cf9cfVAFQ657fdVE1hovmx4K8j4Azcd_r Scale = 1:15.3 1 2 3 4 8 7 6 5910 2x4 1.5x4 4x10 3x10 5x10 1.5x4 5x10 4x8 2-9-8 2-9-8 5-3-8 2-6-0 8-3-4 2-11-12 2-4-4 2-4-12 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.79 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 0.01 (loc) 6-7 6-7 5 l/defl >999 >764 n/a L/d 480 360 n/a PLATES MT20 Weight: 80 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 2-6,4-6,2-8: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 8=0-3-8 Max Grav 5=3830(LC 1), 8=4705(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2883/0, 2-3=-6485/0, 3-4=-6485/0 BOT CHORD 7-8=0/7347, 6-7=0/7347 WEBS 2-7=0/3229, 2-6=-937/0, 4-6=0/7030, 2-8=-7984/0 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 0-8-0 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) 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) 1106 lb down at 4-4-4 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: 8-9=-1122(F=-487, B=-615), 5-9=-635(B=-615), 1-4=-100 Concentrated Loads (lb) Vert: 10=-1106(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 J1070166F Truss F06 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689401 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-hTzZIIigyIlWnmEhkzxLdKBoKeYxXVv4J_uHddzcd_q Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 43 44 45 46 2x4 3x6 FP 3x6 3x4 3x4 3x6 FP 3x4 3x4 3x4 3x4 4x4 4x4 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 6-8-0 1-4-0 7-0-12 0-4-12 8-0-0 0-11-4 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 15-1-8 0-5-8 16-0-0 0-10-8 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-2-0 1-2-0 22-7-8 1-5-8 0-1-8 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-R 0.40 0.08 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 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 22-6-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 42=322(LC 1), 22=458(LC 1), 36=1911(LC 1), 28=1658(LC 1), 23=2653(LC 1), 41=714(LC 1), 40=783(LC 1), 39=778(LC 1), 38=726(LC 1), 37=360(LC 1), 35=629(LC 1), 34=1014(LC 1), 33=964(LC 1), 32=987(LC 1), 31=937(LC 1), 29=395(LC 1), 27=633(LC 1), 26=1008(LC 1), 25=985(LC 1), 24=892(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-42=-293/0, 21-22=-455/0 WEBS 7-36=-1904/0, 15-28=-1651/0, 20-23=-2615/0, 2-41=-712/0, 3-40=-750/0, 4-39=-753/0, 5-38=-698/0, 6-37=-339/0, 8-35=-604/0, 10-34=-987/0, 11-33=-937/0, 12-32=-960/0, 13-31=-910/0, 14-29=-374/0, 16-27=-609/0, 17-26=-982/0, 18-25=-957/0, 19-24=-871/0 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: 22-42=-20, 1-45=-558, 8-45=-100, 8-46=-711, 16-46=-100, 16-21=-711 Concentrated Loads (lb) Vert: 7=-2137 15=-1881 20=-1700 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 J1070166F Truss F07 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689402 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-hTzZIIigyIlWnmEhkzxLdKBl_eLrXNs4J_uHddzcd_q Scale = 1:37.6 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 22-7-8 22-7-8 1-7-8 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 0.62 0.92 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.62 0.10 (loc) 15-16 15-16 12 l/defl >681 >435 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 107 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 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. REACTIONS. (size)18=0-5-8, 12=0-2-12 Max Grav 18=1339(LC 1), 12=1339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1338/0, 1-2=-1625/0, 2-3=-1625/0, 3-5=-4689/0, 5-6=-4689/0, 6-7=-5451/0, 7-8=-5451/0, 8-9=-3940/0, 9-10=-3940/0 BOT CHORD 16-17=0/3400, 15-16=0/5311, 13-15=0/4938, 12-13=0/2272 WEBS 10-12=-2564/0, 10-13=0/1894, 8-13=-1132/0, 8-15=0/582, 7-15=-253/0, 6-16=-705/0, 5-16=-253/0, 3-16=0/1464, 3-17=-2014/0, 1-17=0/2067 NOTES-(7) 1) All plates are MT20 plates unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 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 J1070166F Truss F08 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689403 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-9gWxWejIjbtNPvptIgSaAYktF2gLGrADYedq93zcd_p Scale = 1:42.7 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 3x4 3x6 4x8 4x10 4x12 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 5x6 5x6 1.5x4 1.5x4 1-4-0 1-4-0 2-1-0 0-9-0 24-8-10 22-7-10 1-8-8 1-9-2 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [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 0.78 0.97 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.60 0.10 (loc) 16-17 16-17 13 l/defl >687 >450 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 121 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) *Except* 13-15: 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 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-5-8, 13=0-5-8 Max Grav 19=2300(LC 1), 13=1337(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/555, 2-3=0/555, 3-4=-1597/0, 4-6=-4673/0, 6-7=-4673/0, 7-8=-5440/0, 8-9=-5440/0, 9-10=-3935/0, 10-11=-3935/0 BOT CHORD 18-19=0/1597, 17-18=0/3382, 16-17=0/5299, 14-16=0/4931, 13-14=0/2269 WEBS 2-19=-659/0, 1-19=-678/0, 11-13=-2562/0, 11-14=0/1891, 9-14=-1130/0, 9-16=0/578, 8-16=-252/0, 7-17=-767/0, 6-17=-251/0, 4-17=0/1515, 4-18=-2101/0, 3-18=0/1070, 3-19=-2162/0 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=-445, 2-12=-100 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 J1070166F Truss F09 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689404 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-es4Kj_kwUv?E03O4rOzpilH4AS0T?IkNnINNhVzcd_o Scale = 1:40.9 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 3x4 3x6 4x8 4x10 4x10 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x10 4x8 5x6 5x6 2-1-0 2-1-0 24-5-14 22-4-14 1-8-8 1-6-6 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [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 0.70 0.97 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.59 0.10 (loc) 16-17 16-17 13 l/defl >684 >454 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 119 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 5-7-3 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=0-2-12 Max Grav 19=2343(LC 1), 13=1313(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1127, 2-3=0/1127, 3-4=-1241/530, 4-6=-4403/0, 6-7=-4403/0, 7-8=-5260/0, 8-9=-5260/0, 9-10=-3844/0, 10-11=-3844/0 BOT CHORD 18-19=-530/1241, 17-18=0/3066, 16-17=0/5072, 14-16=0/4794, 13-14=0/2223 WEBS 1-19=-1378/0, 11-13=-2509/0, 11-14=0/1840, 9-14=-1078/0, 9-16=0/528, 8-16=-253/0, 7-16=0/314, 7-17=-860/0, 6-17=-253/0, 4-17=0/1618, 4-18=-2177/0, 3-18=0/1105, 3-19=-2099/0 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 at joint(s) 13. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 1=-700 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 J1070166F Truss F10 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689405 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-62eixJlYFD75eDzGP5U2FzpJ_rXtkl1W?x6xDyzcd_n Scale = 1:17.3 1 2 3 4 5 10 9 8 7 6 21 22 23 3x4 6x12 3x6 6x6 6x6 6x10 MT18HS 3x6 6x8 6x6 3x6 1-4-0 1-4-0 2-1-0 0-9-0 2-8-0 0-7-0 3-11-0 1-3-0 5-4-0 1-5-0 6-8-0 1-4-0 8-0-0 1-4-0 9-3-8 1-3-8 1-8-8 1-7-0 2-6-0 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.26 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 76 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS. (size)6=0-3-8, 9=0-5-8 Max Grav 6=3409(LC 1), 9=3193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2273/0, 1-2=0/774, 2-3=0/859, 3-4=-1821/74 BOT CHORD 8-9=-74/1821, 7-8=0/2427, 6-7=0/2427 WEBS 3-8=0/436, 2-9=-1111/0, 1-9=-903/0, 3-9=-2668/0, 4-6=-2714/0, 4-8=-969/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) 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: 6-10=-20, 1-21=-558, 21-22=-100, 22-23=-558, 5-23=-100 Concentrated Loads (lb) Vert: 5=-2059 3=-691 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 J1070166F Truss F11 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689406 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-62eixJlYFD75eDzGP5U2FzpJxrOWkpqW?x6xDyzcd_n Scale = 1:26.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x4 5x6 3x4 3x8 3x8 3x10 1.5x4 3x4 1.5x4 3x8 3x6 1.5x4 5x6 16-2-12 16-2-12 0-10-4 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-SH 0.38 0.86 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 0.05 (loc) 10-11 10-11 9 l/defl >999 >748 n/a L/d 480 360 n/a PLATES MT20 Weight: 73 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)13=0-5-8, 9=Mechanical Max Grav 13=955(LC 1), 9=955(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-973/0, 1-2=-675/0, 2-3=-675/0, 3-4=-2581/0, 4-5=-2581/0, 5-6=-2498/0, 6-7=-2498/0 BOT CHORD 11-12=0/1725, 10-11=0/2781, 9-10=0/1542 WEBS 7-9=-1740/0, 7-10=0/1085, 5-10=-321/0, 4-11=-258/0, 3-11=0/972, 3-12=-1262/0, 1-12=0/1163 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 J1070166F Truss F12 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689407 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-aFC48flA0WFyGNYSzp0HoAMT4FmkTD9gEbsUmOzcd_m Scale = 1:26.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 3x4 3x4 3x8 4x8 4x8 6x8 4x8 4x8 1.5x4 3x4 3x10 3x6 6x6 5-1-4 5-1-4 16-2-12 11-1-8 2-4-6 2-4-6 1-0-0 2-0-0 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:0-3-0,Edge], [13: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 0.42 0.73 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.23 0.05 (loc) 10-11 10-11 9 l/defl >999 >844 n/a L/d 480 360 n/a PLATES MT20 Weight: 88 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)9=Mechanical, 13=0-5-8 Max Grav 9=1075(LC 1), 13=1324(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/0, 3-4=-3502/0, 4-5=-3490/0, 5-6=-2950/0, 6-7=-2950/0 BOT CHORD 12-13=0/2229, 11-12=0/3597, 10-11=0/3453, 9-10=0/1770 WEBS 3-12=-630/0, 2-13=-2534/0, 2-12=0/1546, 7-9=-1998/0, 7-10=0/1340, 5-10=-570/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-20, 1-8=-100 Concentrated Loads (lb) Vert: 16=-489 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 J1070166F Truss F13 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689408 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-2RmSL?mpnqNotX6fXWXWKOvgbfFDCpqpTFb2Iqzcd_l Scale = 1:10.2123 6 5 4 7 8 1.5x4 3x4 3x4 4x4 3x6 3-10-12 3-10-12 4-2-12 0-4-0 2-4-8 1-1-12 0-1-8 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [3:0-2-0,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 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5 4 3 l/defl >999 >999 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 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 3=0-3-8 Max Grav 6=223(LC 1), 3=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=0/286, 2-5=-261/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 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 J1070166F Truss F14 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689409 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-2RmSL?mpnqNotX6fXWXWKOvfpfFLCnEpTFb2Iqzcd_l Scale = 1:10.2123456 10 9 8 7 11 12 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 3x6 1-4-0 1-4-0 2-8-0 1-4-0 3-10-12 1-2-12 4-2-12 0-4-0 0-1-8 0-4-0 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-SH 0.36 0.07 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5-6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 21 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 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 10=325(LC 1), 7=646(LC 1), 9=985(LC 1), 8=993(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-335/0 WEBS 2-9=-935/0, 4-8=-970/0, 5-7=-636/0 NOTES-(8) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 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: 7-10=-20, 1-6=-711 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 J1070166F Truss F15 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I13689410 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 14:57:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:HUUvda6siF?_1mNF5BlrGOyT8f6-WdKqZLnRY8VfVhhr4E2ltbRob3YgxGuzhvLbqHzcd_k Scale = 1:9.0 1 2 3 5 4 3x4 3x6 3x4 3x6 3x4 3-9-4 3-9-4 1-7-10 1-3-01-3-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.32 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.00 (loc) 5 4-5 4 l/defl **** >782 n/a L/d 480 360 n/a PLATES MT20 Weight: 19 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Grav 5=489(LC 1), 4=489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/440 WEBS 2-5=-522/0, 2-4=-522/0 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=-258 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