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2407 ABC Floor Seals (2)Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1113556F 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 14,2022 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 I14234906I14234887 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 J1113556F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 11 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234887 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:44 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-HXXoA_Bb_kmJEycXIvm3N5y3cdvXoV3LgLPR1DzbuLr 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 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Uplift 5=-318(LC 6), 4=-319(LC 7) Max Grav 5=377(LC 5), 4=374(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-361/333, 2-3=-345/345 BOT CHORD 4-5=-345/345 WEBS 2-4=-514/514 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 318 lb uplift at joint 5 and 319 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 250 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 250.0 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 14,2022 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 J1113556F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234888 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:45 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-lk5ANKBDl2u9s6BjsdHIwJVEu1FsXyOVu?8_afzbuLq Scale = 1:10.4123 5 4 3x4 1.5x4 3x4 1.5x4 1-6-10 1-6-10 1-3-2 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 0.14 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 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=-322(LC 7), 5=-320(LC 6) Max Grav 4=371(LC 4), 5=374(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-360/334, 2-3=-312/312 BOT CHORD 4-5=-312/312 WEBS 2-4=-488/488 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 322 lb uplift at joint 4 and 320 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 250 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 250.0 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 14,2022 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 J1113556F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234889 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:46 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-DwfYbgCrWL00TGmvPKpXSW1QWQaXGP1e7fuY65zbuLp Scale = 1:10.5123 5 4 1.5x4 3x4 1.5x4 3x4 0-10-6 0-10-6 0-6-14 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 0.08 0.03 0.09 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=-331(LC 6), 4=-333(LC 7) Max Grav 5=360(LC 5), 4=358(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/338 WEBS 2-4=-385/385 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 331 lb uplift at joint 5 and 333 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 250 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 250.0 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 14,2022 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 J1113556F Truss BP4 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234890 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:46 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-DwfYbgCrWL00TGmvPKpXSW1QHQaEGPne7fuY65zbuLp Scale = 1:10.4123 5 4 1.5x4 3x4 1.5x4 3x4 1-4-2 1-4-2 1-0-10 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 0.10 0.04 0.11 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 1-4-2 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=-324(LC 6), 4=-325(LC 7) Max Grav 5=369(LC 5), 4=367(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/335, 2-3=-265/265 BOT CHORD 4-5=-265/265 WEBS 2-4=-453/453 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 324 lb uplift at joint 5 and 325 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 250 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-2 for 250.0 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 14,2022 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 J1113556F Truss F01 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234891 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:48 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-9JnJ?ME52zGkjZvIXlr?Xx7kZEGakGNxazNeA_zbuLn Scale = 1:56.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 56 55 54 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 57 58 3x4 3x6 FP 3x4 2x4 2x4 3x6 FP 4x8 4x8 0-6-4 0-6-4 2-0-0 1-5-12 3-2-4 1-2-4 4-6-4 1-4-0 5-10-4 1-4-0 7-2-4 1-4-0 8-6-4 1-4-0 9-10-4 1-4-0 11-2-4 1-4-0 12-6-4 1-4-0 13-10-4 1-4-0 15-2-4 1-4-0 16-6-4 1-4-0 17-10-4 1-4-0 19-2-4 1-4-0 20-6-4 1-4-0 21-10-4 1-4-0 23-2-4 1-4-0 24-6-4 1-4-0 25-10-4 1-4-0 27-2-4 1-4-0 28-6-4 1-4-0 29-10-4 1-4-0 31-2-4 1-4-0 32-6-4 1-4-0 33-10-4 1-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [28:0-1-8,Edge], [29:0-1-8,Edge], [56: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 0.24 0.05 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 131 lb FT = 20%F, 9%E GRIP 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 33-8-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 29, 55 except 56=888(LC 1), 54=4152(LC 1), 53=292(LC 1), 52=442(LC 1), 51=423(LC 1), 50=428(LC 1), 49=426(LC 1), 48=427(LC 1), 47=427(LC 1), 46=427(LC 1), 45=427(LC 1), 44=427(LC 1), 43=427(LC 1), 42=427(LC 1), 41=427(LC 1), 39=427(LC 1), 38=427(LC 1), 37=427(LC 1), 36=427(LC 1), 35=427(LC 1), 34=427(LC 1), 33=427(LC 1), 32=426(LC 1), 31=428(LC 1), 30=427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-56=-864/0 WEBS 3-54=-4123/0, 4-53=-269/0, 5-52=-415/0, 6-51=-396/0, 7-50=-401/0, 8-49=-400/0, 9-48=-400/0, 10-47=-400/0, 11-46=-400/0, 12-45=-400/0, 13-44=-400/0, 15-43=-400/0, 16-42=-400/0, 17-41=-400/0, 18-39=-400/0, 19-38=-400/0, 20-37=-400/0, 21-36=-400/0, 22-35=-400/0, 23-34=-400/0, 24-33=-400/0, 25-32=-400/0, 26-31=-402/0, 27-30=-397/0 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: 29-56=-20, 1-4=-100, 4-28=-300 Concentrated Loads (lb) Vert: 1=-900 3=-4023 March 14,2022 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 J1113556F Truss F02 Truss Type FLOOR Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234892 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:49 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-dVKhDhEjpGObKjUU5TME49foReSjTf84pd6CjQzbuLm Scale = 1:56.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 27 28 3x6 FP 3x6 2x4 3x6 FP 4x8 3x6 4x8 3x6 3x6 1.5x4 3x8 3x6 3x6 1.5x4 4x8 1.5x4 4x8 3x10 2-1-14 2-1-14 12-7-4 10-5-6 18-3-4 5-8-0 33-10-4 15-7-0 1-9-6 2-6-0 2-5-6 2-0-0 0-9-8 2-5-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [16:0-1-8,Edge], [26: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 0.68 0.70 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.02 (loc) 18-19 17-18 17 l/defl >999 >948 n/a L/d 480 360 n/a PLATES MT20 Weight: 153 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 25=0-6-12, 21=0-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 17=776(LC 7), 25=1923(LC 3), 23=970(LC 4), 21=1786(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1464, 2-3=0/1465, 3-4=-729/331, 4-5=-729/331, 5-6=-52/507, 6-7=-52/507, 7-9=0/1338, 9-10=0/1629, 10-11=0/1634, 11-12=-1267/0, 12-13=-1267/0, 13-14=-1818/0, 14-15=-1818/0 BOT CHORD 24-25=-859/399, 23-24=-109/405, 22-23=-922/87, 21-22=-1338/0, 18-19=0/1785, 17-18=0/1179 WEBS 2-25=-269/0, 6-23=-277/0, 1-25=-1763/0, 3-25=-1271/0, 3-24=0/709, 4-24=-255/0, 5-24=-252/397, 5-23=-969/182, 7-23=-319/525, 7-22=-839/0, 9-22=0/504, 9-21=-740/0, 15-17=-1338/0, 15-18=0/724, 13-19=-601/0, 12-19=-253/0, 11-19=0/1345, 11-21=-1892/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 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: 17-26=-20, 1-16=-100 Concentrated Loads (lb) Vert: 1=-900 March 14,2022 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 J1113556F Truss F03 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234893 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:50 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-6hu3Q1FLaaXSyt3heAtTdMCzK2pxC6NE2HslFszbuLl Scale = 1:53.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 3x6 FP 3x4 2x4 3x6 FP 4x6 3x4 1.5x4 3x10 3x4 4x5 1.5x4 1.5x4 3x4 4x8 1.5x4 4x10 10-8-12 10-8-12 16-4-12 5-8-0 31-11-12 15-7-0 2-6-0 2-5-12 1-6-0 1-3-8 2-5-8 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.64 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.03 (loc) 17-18 16-17 16 l/defl >999 >945 n/a L/d 480 360 n/a PLATES MT20 Weight: 143 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 24=0-6-12, 20=0-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 16=777(LC 5), 24=545(LC 5), 22=1075(LC 3), 20=1775(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-954/0, 3-4=-954/0, 4-5=0/607, 5-6=0/607, 6-8=0/1271, 8-9=0/1271, 9-10=0/1649, 10-11=-1274/0, 11-12=-1274/0, 12-13=-1821/0, 13-14=-1821/0 BOT CHORD 23-24=0/762, 22-23=0/481, 21-22=-980/0, 20-21=-1649/0, 17-18=0/1790, 16-17=0/1181 WEBS 5-22=-283/0, 9-20=-795/0, 2-24=-860/0, 4-23=0/567, 4-22=-1158/0, 6-22=-365/485, 6-21=-663/0, 9-21=0/818, 14-16=-1340/0, 14-17=0/726, 12-18=-600/0, 11-18=-253/0, 10-18=0/1346, 10-20=-1908/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 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 14,2022 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 J1113556F Truss F04 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234894 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:51 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-auSReNG_LufJa1etCuOi9alCwR6qxb?NHxbInJzbuLk Scale = 1:25.8 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 15-5-12 15-5-12 2-2-12 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.79 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.22 0.05 (loc) 9-10 8-9 8 l/defl >999 >813 n/a L/d 480 360 n/a PLATES MT20 Weight: 68 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 8=0-5-8 Max Grav 11=910(LC 1), 8=910(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/0, 3-4=-2265/0, 4-5=-2313/0, 5-6=-2313/0 BOT CHORD 10-11=0/1331, 9-10=0/2532, 8-9=0/1427 WEBS 6-8=-1619/0, 6-9=0/1005, 4-10=-303/0, 2-10=0/1060, 2-11=-1541/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 14,2022 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 J1113556F Truss F05 Truss Type FLOOR Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234895 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:52 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-240qrjHc6BnABBD3mbwxinHEZrRqgwQXVbLsKlzbuLj Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 3x6 FP 3x4 3x6 3x6 2x4 3x6 FP 5x8 3x8 3x8 1.5x4 3x4 4x8 1.5x4 4x8 5x12 1.5x4 3x6 3x6 1.5x4 3x4 4x10 1.5x4 4x10 3x8 18-1-12 18-1-12 33-8-12 15-7-0 2-6-0 2-4-12 2-5-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-3-0,Edge], [15:0-1-8,Edge], [20:0-3-0,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-SH 0.94 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.04 (loc) 22-23 22-23 20 l/defl >999 >813 n/a L/d 480 360 n/a PLATES MT20 Weight: 146 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)24=Mechanical, 16=0-5-8, 20=0-3-8 Max Grav 24=915(LC 3), 16=770(LC 4), 20=2490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2346/0, 3-4=-2346/0, 4-5=-2286/0, 5-6=-2286/0, 6-8=0/874, 8-9=0/874, 9-10=0/2844, 10-11=-1217/641, 11-12=-1217/641, 12-13=-1792/0, 13-14=-1792/0 BOT CHORD 23-24=0/1465, 22-23=0/2558, 21-22=-281/1348, 20-21=-2844/0, 18-20=-1345/30, 17-18=-230/1747, 16-17=0/1166 WEBS 9-20=-1410/0, 2-24=-1654/0, 2-23=0/1000, 4-22=-430/0, 5-22=-254/0, 6-22=0/1183, 6-21=-1731/0, 8-21=-264/0, 9-21=0/2417, 14-16=-1324/0, 14-17=-12/710, 12-17=0/359, 12-18=-826/0, 11-18=-256/0, 10-18=0/1579, 10-20=-2122/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) 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 14,2022 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 J1113556F Truss F06 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234896 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-WGaC33HEsVv1pKoGKIRAE?qZ0FyGPX_gkF4PsBzbuLi Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 58 59 3x4 3x6 FP 3x4 3x4 2x4 3x6 FP 4x8 4x8 1-4-0 1-4-0 1-10-8 0-6-8 2-8-0 0-9-8 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 28-0-0 1-4-0 29-4-0 1-4-0 30-8-0 1-4-0 32-0-0 1-4-0 33-4-0 1-4-0 33-8-12 0-4-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [29:0-1-8,Edge], [57: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 0.26 0.08 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 30 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 132 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 33-7-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 57, 30, 56 except 55=3797(LC 1), 54=327(LC 1), 53=436(LC 1), 52=424(LC 1), 51=427(LC 1), 50=427(LC 1), 49=427(LC 1), 48=427(LC 1), 47=427(LC 1), 46=427(LC 1), 45=427(LC 1), 44=427(LC 1), 43=427(LC 1), 41=427(LC 1), 40=427(LC 1), 39=427(LC 1), 38=427(LC 1), 37=427(LC 1), 36=427(LC 1), 35=427(LC 1), 34=426(LC 1), 33=430(LC 1), 32=415(LC 1), 31=469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-55=-3779/0, 4-54=-305/0, 5-53=-409/0, 6-52=-398/0, 7-51=-401/0, 8-50=-400/0, 9-49=-400/0, 10-48=-400/0, 11-47=-400/0, 12-46=-400/0, 13-45=-400/0, 15-44=-400/0, 16-43=-400/0, 17-41=-400/0, 18-40=-400/0, 19-39=-400/0, 20-38=-400/0, 21-37=-400/0, 22-36=-400/0, 23-35=-400/0, 24-34=-399/0, 25-33=-402/0, 26-32=-392/0, 27-31=-430/0, 28-30=-283/0 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: 30-57=-20, 1-4=-100, 4-29=-300 Concentrated Loads (lb) Vert: 3=-3852 March 14,2022 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 J1113556F Truss F07 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14234897 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:54 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-_T8aGPIsdp1uRUNSt0yPnCMlZfEe8wwpzvqzOdzbuLh Scale = 1:17.1 1 2 3 4 5 6 11 10 9 8 7121314 4x4 1.5x4 1.5x4 4x10 4x6 3x4 4x5 4x4 3x4 4x8 3x4 2-6-0 2-6-0 4-10-4 2-4-4 8-6-12 3-8-8 9-3-12 0-9-0 2-2-8 1-11-0 1-8-8 0-3-12 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 0.21 0.33 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 96 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 9=0-3-8, 11=0-3-8 Max Grav 7=2993(LC 4), 9=5810(LC 1), 11=2158(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1842/0, 3-4=0/704, 4-5=-1489/0 BOT CHORD 10-11=0/1842, 9-10=-704/0, 8-9=-175/786, 7-8=0/1124 WEBS 5-8=0/2839, 3-9=-1492/0, 2-11=-2020/0, 2-10=0/653, 4-9=-1374/0, 4-8=0/1010, 5-7=-2979/0, 3-10=0/2785 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 11-2 2x4 - 1 row at 0-9-0 oc, member 10-2 2x4 - 1 row at 0-9-0 oc, member 9-4 2x4 - 1 row at 0-9-0 oc, member 8-4 2x4 - 1 row at 0-9-0 oc, member 3-10 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2223 lb down at 8-6-12, and 1221 lb down at 4-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 11-12=-965(F=-480, B=-465), 12-13=-485(B=-465), 13-14=-590(F=-105, B=-465), 7-14=-485(B=-465), 1-6=-100 Concentrated Loads (lb) Vert: 8=-2223(F) 9=-1221(F) March 14,2022 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 J1113556F Truss F08 Truss Type Floor Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234898 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-SfiyTlJUO69l2eyeRjTeKQvmK3XntOhzBZZWw4zbuLg Scale = 1:21.1 1 2 3 4 5 6 10 9 8 7 3x4 3x6 4x10 4x16 4x8 3x6 1.5x4 3x8 3x4 3x10 2-1-14 2-1-14 10-0-6 7-10-8 12-3-12 2-3-6 12-10-0 0-6-4 1-7-14 2-6-0 2-5-2 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [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 0.84 0.53 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.16 0.01 (loc) 8 7-8 7 l/defl >999 >812 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-6-12, 7=0-5-8 Max Uplift 7=-15(LC 3) Max Grav 9=7174(LC 1), 7=557(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1588, 2-3=0/1656, 3-4=-998/402, 4-5=-998/402 BOT CHORD 8-9=-982/532, 7-8=-150/795 WEBS 2-9=-5376/0, 1-9=-1912/0, 3-9=-1467/0, 3-8=0/855, 5-8=-286/230, 5-7=-894/169 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 7. 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: 7-10=-20, 1-2=-190, 2-6=-100 Concentrated Loads (lb) Vert: 2=-4988 1=-900 March 14,2022 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 J1113556F Truss F09 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234899 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-SfiyTlJUO69l2eyeRjTeKQvtL3TEtOazBZZWw4zbuLg Scale = 1:26.2 1 2 3 4 5 6 7 11 10 9 8 3x6 3x6 3x4 3x10 3x8 3x8 1.5x4 3x4 3x10 3x8 3x10 10-5-12 10-5-12 15-11-12 5-6-0 2-6-0 2-4-4 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.82 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.05 (loc) 9-10 8-9 8 l/defl >999 >713 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 8=Mechanical Max Grav 11=936(LC 1), 8=936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2438/0, 3-4=-2438/0, 4-5=-2451/0, 5-6=-2451/0 BOT CHORD 10-11=0/1533, 9-10=0/2681, 8-9=0/1534 WEBS 2-11=-1722/0, 2-10=0/1027, 4-10=-275/0, 4-9=-262/0, 6-9=0/1035, 6-8=-1723/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. March 14,2022 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 J1113556F Truss F10 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234900 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:56 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-wrGKh5K69QHcgoWq?R_tsdS2ESpTcrq6QDJ3TWzbuLf Scale = 1:26.2 1 2 3 4 5 6 7 11 10 9 8 3x6 3x6 3x10 3x8 3x8 1.5x4 3x4 1.5x4 3x8 3x8 3x10 15-11-12 15-11-12 2-6-0 2-5-12 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.82 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.05 (loc) 9-10 10-11 8 l/defl >999 >741 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)11=Mechanical, 8=Mechanical Max Grav 11=936(LC 1), 8=936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2438/0, 3-4=-2438/0, 4-5=-2433/0, 5-6=-2433/0 BOT CHORD 10-11=0/1534, 9-10=0/2681, 8-9=0/1524 WEBS 2-11=-1723/0, 2-10=0/1027, 4-10=-276/0, 4-9=-281/0, 6-9=0/1032, 6-8=-1715/0 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. March 14,2022 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 J1113556F Truss F11 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234901 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:56 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-wrGKh5K69QHcgoWq?R_tsdS7JSzEcxr6QDJ3TWzbuLf Scale = 1:10.3123 6 5 4 3x4 3x6 6x6 3x6 3x4 0-4-0 0-4-0 1-9-0 1-5-0 3-6-4 1-9-4 1-5-0 1-4-12 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,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 0.13 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.03 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 20 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 3-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 1=0-3-8 Max Grav 4=184(LC 1), 1=184(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 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) 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 14,2022 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 J1113556F Truss F12 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234902 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-O1pjuRLkwkPSIy51Z8V6Pr_FNsIzLO?Gft2d?yzbuLe Scale = 1:9.0 1 2 3 5 4 3x4 3x6 3x4 3x6 3x4 3-4-4 3-4-4 1-5-2 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 0.30 0.23 0.08 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 3-4-4 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=349(LC 1), 4=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/272 WEBS 2-5=-336/0, 2-4=-336/0 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=-205 March 14,2022 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 J1113556F Truss F13 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14234903 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-O1pjuRLkwkPSIy51Z8V6Pr_CjsBeLHFGft2d?yzbuLe Scale = 1:26.4 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 3x6 4x6 6x6 4x8 4x8 1.5x4 3x4 3x10 3x6 5x6 6x8 12-7-4 12-7-4 15-11-12 3-4-8 2-6-0 1-11-12 1-6-0 1-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9: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 0.47 0.70 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.24 0.04 (loc) 11-12 11-12 9 l/defl >999 >786 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 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)13=Mechanical, 9=Mechanical Max Grav 13=1016(LC 1), 9=1221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2726/0, 3-4=-2726/0, 4-5=-3025/0, 5-6=-3028/0, 6-7=-2546/0 BOT CHORD 12-13=0/1659, 11-12=0/3122, 10-11=0/2546, 9-10=0/1387 WEBS 6-10=-884/0, 2-13=-1873/0, 2-12=0/1211, 4-12=-449/0, 6-11=0/561, 7-10=0/1489, 7-9=-1783/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-20, 1-8=-100 Concentrated Loads (lb) Vert: 6=-349 March 14,2022 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 J1113556F Truss F14 Truss Type FLOOR GIRDER Qty 1 Ply 3 MFour Contractors, LLC Job Reference (optional) I14234904 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-tEN56mLNh1XJw6gD6s0Lx2XKfGW_4duPuXoAXPzbuLd Scale = 1:30.3 1 2 3 4 5 6 7 8 13 12 11 10 9 15 14 3x4 1.5x4 7x8 4x10 5x10 4x5 4x5 4x8 1.5x4 3x4 1.5x4 3x8 3x4 2-1-8 2-1-8 18-2-12 16-1-4 0-11-10 2-4-2 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [12:0-1-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.75 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.35 0.04 (loc) 11 10-11 9 l/defl >918 >611 n/a L/d 480 360 n/a PLATES MT20 Weight: 273 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-13,2-12: 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 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=15273(LC 1), 9=2267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-536/0, 1-2=-1449/0, 2-3=-13147/0, 3-4=-12438/0, 4-5=-12438/0, 5-6=-8128/0, 6-7=-8128/0 BOT CHORD 12-13=0/13147, 11-12=0/13427, 10-11=0/10783, 9-10=0/4552 WEBS 2-12=0/3694, 2-13=-13931/0, 7-9=-4681/0, 7-10=0/3886, 5-10=-2885/0, 5-11=0/1798, 3-11=-1075/0, 3-12=-302/0 NOTES-(8) 1) Add (4) MiTek "WS45" (or equiv.) wood screws at joints 12, 13. Place screws in 2 staggered rows and space 3" oc using 5/32" dia pre-bored holes. Avoid placing screws at truss plates. 2) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-7-0 oc, Except member 9-7 2x4 - 1 row at 0-9-0 oc , member 10-7 2x4 - 1 row at 0-9-0 oc, member 10-6 2x4 - 1 row at 0-9-0 oc, member 10-5 2x4 - 1 row at 0-9-0 oc, member 11-5 2x4 - 1 row at 0-9-0 oc, member 11-4 2x4 - 1 row at 0-9-0 oc, member 11-3 2x4 - 1 row at 0-9-0 oc, member 12-3 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 349 lb down at 14-10-4, and 5030 lb down at 2-1-8, and 5492 lb down at 0-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 12-13=-188(B=-167), 9-12=-20, 1-15=-190, 8-15=-100 Continued on page 2 March 14,2022 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 J1113556F Truss F14 Truss Type FLOOR GIRDER Qty 1 Ply 3 MFour Contractors, LLC Job Reference (optional) I14234904 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:58 2022 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-tEN56mLNh1XJw6gD6s0Lx2XKfGW_4duPuXoAXPzbuLd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-5030(B) 2=-4067 13=-5492(F) 14=-349(B) 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 J1113556F Truss F15 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14234905 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-tEN56mLNh1XJw6gD6s0Lx2XMVGVR4g7PuXoAXPzbuLd Scale = 1:15.5 1 2 3 4 8 7 6 5910 3x4 3x4 6x10 MT18HS 6x8 8x10 4x4 8x10 2x4 8-4-8 8-4-8 2-2-8 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [4:Edge,0-1-12], [6:0-2-12,0-3-8], [7:0-5-0,0-3-8] 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 0.53 0.79 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.01 (loc) 6-7 6-7 5 l/defl >999 >799 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 98 lb FT = 9% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 2-6,4-6,1-7: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Grav 8=5818(LC 1), 5=5030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-4954/0, 4-5=-4671/0, 1-2=-9175/0, 2-3=-9205/0, 3-4=-9205/0 BOT CHORD 6-7=0/9175 WEBS 2-7=-2221/0, 3-6=-2385/0, 4-6=0/9825, 1-7=0/9939 NOTES-(8) 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, 2x6 - 2 rows staggered at 0-6-0 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) All plates are MT20 plates unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1061 lb down at 4-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 8-9=-609(F=-480, B=-109), 5-9=-129(B=-109), 1-4=-862(F=-761) Concentrated Loads (lb) Vert: 10=-1061(F) March 14,2022 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 J1113556F Truss F16 Truss Type FLOOR GIRDER Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14234906 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Mar 11 20:01:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:7FHemsXD4veaYrspfv2ID1ySrH5-LQxTJ6M?SLfAXFFPgZYaUG4Ulgqrp8CZ6AXk3rzbuLc Scale = 1:17.8 1 2 3 4 5 10 9 8 7 6 1.5x4 1.5x4 5x8 5x10 4x12 1.5x4 5x8 5x12 3x10 3x10 2-9-8 2-9-8 5-3-8 2-6-0 8-1-0 2-9-8 10-4-12 2-3-12 10-8-4 0-3-8 2-4-4 2-2-0 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-3-12,0-2-4] 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 0.75 0.78 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.04 (loc) 8 8 6 l/defl >859 >573 n/a L/d 480 360 n/a PLATES MT20 Weight: 107 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 2-10,2-8,4-8,4-6: 2x4 HF No.2 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)10=Mechanical, 6=0-3-8 Max Grav 10=5492(LC 1), 6=5492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-448/0, 5-6=-410/0, 2-3=-12104/0, 3-4=-12104/0 BOT CHORD 9-10=0/9543, 8-9=0/9543, 7-8=0/9122, 6-7=0/9122 WEBS 2-10=-10370/0, 2-8=0/2782, 3-8=-853/0, 4-8=0/3240, 4-6=-10032/0, 2-9=0/1873, 4-7=0/1842 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 0-7-0 oc, Except member 8-2 2x4 - 1 row at 0-9-0 oc, member 8-3 2x4 - 1 row at 0-9-0 oc, member 8-4 2x4 - 1 row at 0-9-0 oc, member 9-2 2x4 - 1 row at 0-9-0 oc, member 7-4 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) 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) 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=-684(F=-555, B=-109), 1-5=-372 March 14,2022 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