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2386 ABC Floor SealsTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1107021F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: MFour Contractors, LLC Terry Powell January 7,2022 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 I14138477I14138452 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 J1107021F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 6 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138452 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:43 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-fn9bau2xo_wYRfHqTbBi353oyNtEqkkuRkflI9zxlgQ Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-8-6 1-8-6 1-5-6 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 3 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)4=0-3-8, 3=0-3-8 Max Uplift 4=-305(LC 6), 3=-305(LC 7) Max Grav 4=361(LC 5), 3=361(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-346/321, 1-2=-340/340 BOT CHORD 3-4=-340/340 WEBS 1-3=-501/501 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 305 lb uplift at joint 4 and 305 lb uplift at joint 3. 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) This truss has been designed for a total drag load of 240 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 240.0 plf. 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. January 7,2022 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 J1107021F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138453 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:44 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-7_jznE3ZZI2P3ps01JixcJbzFnDZZB41gOPIqczxlgP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-6-10 1-6-10 1-3-10 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3-4 3 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=0-3-8, 3=0-3-8 Max Uplift 4=-307(LC 6), 3=-307(LC 7) Max Grav 4=359(LC 5), 3=359(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-344/321, 1-2=-308/308 BOT CHORD 3-4=-308/308 WEBS 1-3=-476/476 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 307 lb uplift at joint 4 and 307 lb uplift at joint 3. 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) This truss has been designed for a total drag load of 240 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 240.0 plf. 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. January 7,2022 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 J1107021F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138454 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:44 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-7_jznE3ZZI2P3ps01JixcJb__nDkZBA1gOPIqczxlgP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-4-14 1-4-14 1-1-14 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-P 0.10 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-3-8 Max Uplift 4=-310(LC 6), 3=-310(LC 7) Max Grav 4=356(LC 5), 3=356(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-343/322, 1-2=-277/277 BOT CHORD 3-4=-277/277 WEBS 1-3=-451/451 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 310 lb uplift at joint 4 and 310 lb uplift at joint 3. 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) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-14 for 240.0 plf. 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. January 7,2022 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 J1107021F Truss BP4 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138455 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:44 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-7_jznE3ZZI2P3ps01JixcJb_xnDiZBC1gOPIqczxlgP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-4-2 1-4-2 1-1-2 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 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)4=0-3-8, 3=0-3-8 Max Uplift 4=-311(LC 6), 3=-311(LC 7) Max Grav 4=354(LC 5), 3=354(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-342/323, 1-2=-263/263 BOT CHORD 3-4=-263/263 WEBS 1-3=-441/441 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 311 lb uplift at joint 4 and 311 lb uplift at joint 3. 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) This truss has been designed for a total drag load of 240 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 240.0 plf. 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. January 7,2022 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 J1107021F Truss F01 Truss Type GABLE Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14138456 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:45 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-bAGL?a4CKbAGgzQCb0EA9W83sBT9IYHBv28sM2zxlgO Scale = 1:30.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 4x8 2x4 4x4 3x4 4x4 4x4 1-5-2 1-5-2 2-9-2 1-4-0 4-1-2 1-4-0 5-5-2 1-4-0 6-9-2 1-4-0 8-3-0 1-5-14 8-4-12 0-1-12 10-7-12 2-3-0 12-1-2 1-5-6 12-3-14 0-2-12 13-5-2 1-1-4 14-0-0 0-6-14 14-9-2 0-9-2 16-1-2 1-4-0 17-5-2 1-4-0 18-9-2 1-4-0 7-9-12 1-0-10 1-6-6 1-6-6 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-12,0-2-0], [9:0-2-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.41 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 21 21 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 143 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22,20-21. REACTIONS.All bearings 8-4-12 except (jt=length) 16=4-11-8, 20=4-11-8, 19=4-11-8, 18=4-11-8, 17=4-11-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 19=-148(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 19 except 28=632(LC 3), 22=4985(LC 1), 20=3154(LC 4), 27=1879(LC 1), 26=1604(LC 3), 25=1638(LC 3), 24=1702(LC 1), 23=1687(LC 3), 18=596(LC 4), 17=660(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-639/0, 8-9=-4405/0, 9-10=-4405/0 BOT CHORD 21-22=0/2597, 20-21=0/2628 WEBS 9-21=-3354/0, 7-22=-1961/0, 11-20=-752/0, 8-22=-3823/0, 10-21=0/2191, 2-27=-1770/0, 3-26=-1583/0, 4-25=-1616/0, 5-24=-1611/0, 6-23=-1732/0, 13-18=-540/0, 14-17=-575/0, 8-21=0/2600, 10-20=-3329/0 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 19. 7) 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. 8) Load case(s) 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 January 7,2022 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 J1107021F Truss F01 Truss Type GABLE Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14138456 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:45 2022 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-bAGL?a4CKbAGgzQCb0EA9W83sBT9IYHBv28sM2zxlgO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-28=-20, 1-8=-1203, 8-29=-190, 15-29=-386 Concentrated Loads (lb) Vert: 9=-3384 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-28=-20, 1-7=-1203, 7-8=-388, 8-29=-50, 15-29=-115 Concentrated Loads (lb) Vert: 9=-1128 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 J1107021F Truss F02 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138457 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:46 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-3MqkCw4q4vI7I7?P9jlPhkhCGamT1_vK7iuPuUzxlgN Scale = 1:31.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x4 4x6 1.5x4 3x8 3x4 4x5 3x6 3x6 3x6 1.5x4 3x4 1.5x4 4x8 4x8 3-8-0 3-8-0 18-9-2 15-1-2 1-7-12 1-7-12 1-11-10 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [13:0-2-4,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 0.56 0.60 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.02 (loc) 11-12 10-11 10 l/defl >999 >977 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 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)14=0-2-12, 13=0-3-8, 10=0-5-8 Max Uplift 14=-563(LC 4) Max Grav 13=1899(LC 1), 10=743(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1594, 3-4=0/1595, 4-5=-1017/0, 5-6=-1017/0, 6-7=-1695/0, 7-8=-1695/0 BOT CHORD 13-14=-777/0, 11-12=0/1597, 10-11=0/1118 WEBS 2-14=0/984, 2-13=-1165/0, 8-10=-1268/0, 8-11=0/655, 6-12=-660/0, 5-12=-259/0, 4-12=0/1404, 4-13=-1641/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 14. 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. January 7,2022 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 J1107021F Truss F03 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138458 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:47 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-XZO6QG5SrDQ_wHabiRGeExDQH_35mT_TMMdyRwzxlgM Scale = 1:25.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 1.5x4 1.5x4 3x6 3x8 3x6 1.5x4 3x4 1.5x4 3x8 3x6 3x6 15-2-12 15-2-12 1-11-12 2-6-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-4,Edge], [9:0-1-8,Edge], [10:0-3-12,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 0.36 0.77 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.22 0.04 (loc) 9-10 8-9 8 l/defl >999 >829 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 11=0-3-8 Max Grav 8=891(LC 1), 11=891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2124/0, 3-4=-2124/0, 4-5=-2244/0, 5-6=-2244/0 BOT CHORD 10-11=0/1154, 9-10=0/2426, 8-9=0/1392 WEBS 6-8=-1580/0, 6-9=0/966, 4-10=-342/0, 3-10=-254/0, 2-10=0/1101, 2-11=-1391/0 NOTES-(4) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F04 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138459 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:47 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-XZO6QG5SrDQ_wHabiRGeExDQJ_3lmRWTMMdyRwzxlgM Scale = 1:25.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 1.5x4 6x6 3x4 3x6 3x8 3x6 1.5x4 3x4 1.5x4 3x8 3x6 4x5 0-3-12 0-3-12 2-2-12 1-11-0 15-2-12 13-0-0 1-9-8 2-6-0 0-4-0 0-1-8 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [10:0-1-8,Edge], [11:0-3-8,Edge], [12:0-1-8,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 0.35 0.79 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.00 (loc) 10-11 10-11 9 l/defl >999 >777 n/a L/d 480 360 n/a PLATES MT20 Weight: 67 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)1=0-3-8, 9=0-5-8 Max Grav 1=884(LC 1), 9=884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1100/0, 3-4=-2056/0, 4-5=-2056/0, 5-6=-2220/0, 6-7=-2220/0 BOT CHORD 11-12=0/1098, 10-11=0/2377, 9-10=0/1380 WEBS 7-9=-1566/0, 7-10=0/953, 5-11=-364/0, 4-11=-265/0, 3-11=0/1082, 3-12=-707/0, 1-12=0/1345 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F05 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138460 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:48 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-?lyUdc64cWYrXQ9nG8ntm9mWxORqVr7db0NWzNzxlgL Scale = 1:31.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x6 4x10 1.5x4 5x10 3x6 8x8 4x8 4x10 4x8 1.5x4 3x4 3x10 3x6 4x5 3-10-12 3-10-12 18-11-12 15-1-0 1-9-2 1-9-2 1-11-8 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,Edge], [5:0-3-0,Edge], [10:Edge,0-1-8], [11:0-2-0,Edge], [14: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 0.67 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.39 0.09 (loc) 11-12 11-12 10 l/defl >908 >578 n/a L/d 480 360 n/a PLATES MT20 Weight: 108 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 10=0-5-8 Max Grav 14=2061(LC 1), 10=1358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5287/0, 3-4=-5287/0, 4-5=-5594/0, 5-6=-5590/0, 6-7=-3979/0, 7-8=-3979/0 BOT CHORD 13-14=0/2788, 12-13=0/5717, 11-12=0/5028, 10-11=0/2261 WEBS 3-13=-1378/0, 2-14=-3397/0, 2-13=0/3045, 8-10=-2566/0, 8-11=0/1950, 6-11=-1190/0, 6-12=0/638, 4-13=-509/0 NOTES-(5) 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) 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: 10-14=-20, 1-9=-100 Concentrated Loads (lb) Vert: 3=-1179 January 7,2022 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 J1107021F Truss F06 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138461 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:49 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-UxWsqx7iNqgi9ak_qsI6JMJm0ompELZmqg63VpzxlgK Scale = 1:31.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x4 4x5 1.5x4 3x6 4x8 4x8 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 5x6 4x5 18-9-2 18-9-2 1-5-5 1-5-5 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-0,Edge], [13:0-2-12,Edge], [14:0-2-0,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-SH 0.34 0.69 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.30 0.06 (loc) 11-12 11-12 10 l/defl >999 >734 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 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)14=0-2-12, 10=0-5-8 Max Grav 14=1107(LC 1), 10=1107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2112/0, 3-4=-2112/0, 4-5=-3724/0, 5-6=-3724/0, 6-7=-3045/0, 7-8=-3045/0 BOT CHORD 13-14=0/1162, 12-13=0/3165, 11-12=0/3627, 10-11=0/1793 WEBS 8-10=-2035/0, 8-11=0/1421, 6-11=-660/0, 5-12=-252/0, 4-12=0/634, 4-13=-1195/0, 2-13=0/1287, 2-14=-1545/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F07 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138462 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:49 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-UxWsqx7iNqgi9ak_qsI6JMJmEom?ELkmqg63VpzxlgK Scale = 1:31.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x4 4x5 1.5x4 3x6 4x8 4x8 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 5x6 4x5 18-6-4 18-6-4 1-3-14 1-3-14 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-2-4,Edge], [13:0-2-8,Edge], [14:0-2-0,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-SH 0.33 0.68 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.06 (loc) 11-12 11-12 10 l/defl >999 >757 n/a L/d 480 360 n/a PLATES MT20 Weight: 89 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)14=Mechanical, 10=0-5-8 Max Grav 14=1093(LC 1), 10=1093(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1951/0, 3-4=-1951/0, 4-5=-3617/0, 5-6=-3617/0, 6-7=-2992/0, 7-8=-2992/0 BOT CHORD 13-14=0/1065, 12-13=0/3031, 11-12=0/3547, 10-11=0/1766 WEBS 8-10=-2004/0, 8-11=0/1391, 6-11=-630/0, 5-12=-252/0, 4-12=0/665, 4-13=-1225/0, 2-13=0/1248, 2-14=-1469/0 NOTES-(6) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F08 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138463 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:51 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-QKedFd8yvRwQOuuMxHLaOnO?HbSziAh3H_bAaizxlgI Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 31 30 29 28 27 26 25 24 23 22 21 20 32 33 34 35 2x4 3x8 MT18HS FP 5x6 3x6 3x12 MT20HS FP 3x4 5x12 5x10 3x6 3x8 3x4 4x6 4x6 5x6 3x6 3x8 3x4 4x6 4x8 5x8 5x8 4x10 3x6 FP 21-3-12 21-3-12 39-11-12 18-8-0 0-11-4 2-0-0 2-6-0 1-5-8 1-5-8 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-2-12,Edge], [18:0-2-12,Edge], [24:0-3-8,Edge], [26:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.64 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.35 0.05 (loc) 28-29 28-29 25 l/defl >999 >716 n/a L/d 480 360 n/a PLATES MT20 MT20HS MT18HS Weight: 188 lb FT = 20%F, 9%E GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)31=0-5-8, 20=0-5-8, 25=0-3-8 Max Grav 31=1070(LC 3), 20=924(LC 4), 25=2952(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-1084/0, 1-2=-813/0, 2-3=-813/0, 3-4=-3076/0, 4-5=-3076/0, 5-6=-3376/0, 6-7=-3376/0, 7-8=-1390/647, 8-9=-1390/647, 9-11=0/4044, 11-12=0/4040, 12-13=-73/1763, 13-14=-73/1763, 14-15=-2368/394, 15-16=-2368/394, 16-17=-2366/0, 17-18=-2366/0 BOT CHORD 29-30=0/2022, 28-29=0/3465, 26-28=-87/2623, 25-26=-1500/0, 24-25=-2569/0, 22-24=-1030/1466, 21-22=-43/2610, 20-21=0/1454 WEBS 11-25=-256/0, 9-25=-2887/0, 9-26=0/2310, 8-26=-255/0, 7-26=-1553/0, 7-28=0/1009, 6-28=-254/0, 5-28=-256/0, 5-29=-441/94, 4-29=-258/0, 3-29=0/1196, 3-30=-1454/0, 1-30=0/1330, 18-20=-1650/0, 18-21=0/1036, 16-21=-276/287, 16-22=-529/0, 15-22=-252/0, 14-22=0/1279, 14-24=-1834/0, 12-24=0/1746, 12-25=-1936/0 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) Attach ribbon block to truss with 3-10d nails applied to flat face. 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. January 7,2022 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 J1107021F Truss F09 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138464 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-MilNgJADR3B7eC2l3iN2TCTUwPIIAAoMkI4HeazxlgG Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 69 70 71 72 73 74 1.5x4 3x6 FP 1.5x4 3x6 FP 3x6 FP3x6 FP 4x6 5x8 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 FP 3x6 FP 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 8-1-8 1-5-8 9-4-0 1-2-8 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 31-10-8 1-2-8 33-4-0 1-5-8 34-8-0 1-4-0 36-0-0 1-4-0 37-4-0 1-4-0 38-8-0 1-4-0 40-0-0 1-4-0 0-1-8 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 0.22 0.01 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 36 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 214 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 39-9-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 68, 36 except 42=3371(LC 1), 62=4377(LC 1), 67=418(LC 1), 66=424(LC 1), 65=426(LC 1), 64=394(LC 1), 63=475(LC 1), 61=932(LC 1), 60=1551(LC 1), 59=1506(LC 1), 58=1512(LC 1), 56=1511(LC 1), 55=1511(LC 1), 54=1511(LC 1), 53=1511(LC 1), 52=1511(LC 1), 51=1511(LC 1), 50=1511(LC 1), 49=1511(LC 1), 48=1511(LC 1), 46=1513(LC 1), 45=1505(LC 1), 44=1559(LC 1), 43=908(LC 1), 41=448(LC 1), 40=393(LC 1), 39=417(LC 1), 38=416(LC 1), 37=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 29-42=-3344/0, 7-62=-4350/0, 2-67=-393/0, 3-66=-397/0, 4-65=-400/0, 5-64=-368/0, 6-63=-446/0, 8-61=-908/0, 10-60=-1523/0, 11-59=-1480/0, 13-58=-1485/0, 14-56=-1485/0, 15-55=-1485/0, 16-54=-1485/0, 17-53=-1485/0, 18-52=-1485/0, 19-51=-1485/0, 21-50=-1485/0, 22-49=-1485/0, 23-48=-1484/0, 24-46=-1486/0, 25-45=-1478/0, 26-44=-1532/0, 28-43=-883/0, 30-41=-420/0, 31-40=-367/0, 32-39=-390/0, 33-38=-389/0, 34-37=-385/0 NOTES-(10) 1) All plates are 3x6 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3384 lb down at 31-10-8, and 4420 lb down at 8-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 36-68=-20, 1-73=-296(F=-196), 8-73=-100, 8-28=-1113(F=-1014), 28-74=-100, 35-74=-290(F=-190) Continued on page 2 January 7,2022 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 J1107021F Truss F09 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138464 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:53 2022 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-MilNgJADR3B7eC2l3iN2TCTUwPIIAAoMkI4HeazxlgG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 29=-3384(F) 7=-4420(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1107021F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138465 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-MilNgJADR3B7eC2l3iN2TCTRgP9_ACcMkI4HeazxlgG Scale = 1:8.9 1 2 3 5 4 3x8 3x6 3x8 3x6 5x6 4-4-0 4-4-0 1-11-0 1-3-01-3-0Plate Offsets (X,Y)-- [2:0-3-0,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.61 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.10 0.01 (loc) 5 4-5 4 l/defl **** >501 n/a L/d 480 360 n/a PLATES MT20 Weight: 26 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 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Grav 5=1179(LC 1), 4=1179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-453/0, 3-4=-453/0 BOT CHORD 4-5=0/1317 WEBS 2-4=-1485/0, 2-5=-1485/0 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=-557 January 7,2022 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 J1107021F Truss F11 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14138466 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:54 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-qvJlufBrCMJ_FLdxdPuH0Q0g2pY1vcRVzyqqA0zxlgF Scale = 1:11.6 1 2 3 6 5 4 1.5x4 1.5x4 4x4 4x4 3x10 3x8 2-8-8 2-8-8 5-5-0 2-8-8 2-3-4 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-4-12,0-1-8] 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 0.13 0.43 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 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 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Grav 6=3062(LC 1), 4=3062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=0/3638, 4-5=0/3638 WEBS 2-6=-3973/0, 2-4=-3973/0, 2-5=0/2962 NOTES-(5) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-1095(F=-518, B=-557), 1-3=-100 January 7,2022 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 J1107021F Truss F12 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138467 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-I5t75?BTzgRrtVB7A6PWYdYqRDzVe_UfCcZNjTzxlgE Scale = 1:40.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 46 3x4 3x6 FP 3x4 5x6 3x6 FP 5x8 4x6 8x16 8x10 MT18HS 3x4 1.5x4 1.5x4 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x6 FP 1-6-0 1-6-0 1-10-4 0-4-4 1-11-12 0-1-8 2-10-0 0-10-4 4-2-0 1-4-0 5-6-0 1-4-0 5-11-0 0-5-0 6-10-0 0-11-0 8-2-0 1-4-0 9-6-0 1-4-0 10-11-12 1-5-12 12-2-0 1-2-4 13-6-0 1-4-0 14-10-0 1-4-0 16-2-0 1-4-0 17-6-0 1-4-0 18-10-0 1-4-0 20-2-0 1-4-0 21-6-0 1-4-0 22-10-0 1-4-0 24-0-12 1-2-12 1-7-4 0-8-0 3-0-4 4-9-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [3:0-3-0,Edge], [43: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 0.22 0.03 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 146 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-2-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 41=-174(LC 3) Max Grav All reactions 250 lb or less at joint(s) 41 except 23=486(LC 1), 34=4207(LC 1), 42=8609(LC 1), 38=1166(LC 1), 40=590(LC 1), 39=623(LC 1), 37=500(LC 1), 36=736(LC 1), 35=756(LC 1), 33=921(LC 1), 32=1553(LC 1), 30=1506(LC 1), 29=1512(LC 1), 28=1511(LC 1), 27=1512(LC 1), 26=1508(LC 1), 25=1526(LC 1), 24=1509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 22-23=-477/0, 1-2=0/488, 2-3=0/272 WEBS 11-34=-4180/0, 2-42=-7819/0, 6-38=-1159/0, 1-42=-601/0, 4-40=-559/0, 5-39=-603/0, 7-37=-475/0, 8-36=-710/0, 9-35=-727/0, 12-33=-897/0, 13-32=-1526/0, 15-30=-1479/0, 16-29=-1486/0, 17-28=-1484/0, 18-27=-1485/0, 19-26=-1481/0, 20-25=-1500/0, 21-24=-1482/0, 3-42=-484/0 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 41. 6) Non Standard bearing condition. Review required. 7) 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. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) 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: 23-43=-20, 1-46=-460, 3-46=-100, 3-6=-460, 6-7=-100, 7-10=-532, 10-12=-100, 12-22=-1113 Concentrated Loads (lb) Vert: 11=-4221 2=-7762 6=-1301 January 7,2022 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 J1107021F Truss F13 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138468 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:56 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-mHRWILC5k_ZiVfmKkqwl5r5voc54NU?oRGJxFvzxlgD Scale = 1:40.2 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 4x8 4x8 4x10 4x8 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x10 5x6 4x5 2-1-0 2-1-0 24-0-12 21-11-12 1-8-8 1-1-4 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [13:Edge,0-1-8], [14:0-2-8,Edge], [17:0-3-12,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge], [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.90 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.53 0.09 (loc) 16-17 16-17 13 l/defl >721 >496 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 118 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)19=0-5-8, 13=0-2-12 Max Grav 19=3081(LC 1), 13=1267(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/2103, 2-3=0/2101, 3-4=-551/1599, 4-5=-3885/32, 5-7=-3885/32, 7-8=-4914/0, 8-9=-4914/0, 9-10=-3670/0, 10-11=-3670/0 BOT CHORD 18-19=-1599/551, 17-18=-763/2462, 16-17=0/4640, 14-16=0/4534, 13-14=0/2135 WEBS 1-19=-2574/0, 11-13=-2410/0, 11-14=0/1742, 9-14=-981/0, 9-16=-79/430, 8-16=-253/0, 7-16=0/501, 7-17=-1047/0, 5-17=-253/0, 4-17=0/1803, 4-18=-2364/0, 3-18=0/1190, 3-19=-1889/0 NOTES-(9) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 700 lb down at 0-1-8, and 700 lb down at 0-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 1=-1400(F=-700, B=-700) January 7,2022 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 J1107021F Truss F14 Truss Type FLOOR Qty 5 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138469 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-FU?uWgDjVHhZ6pLWIXR_e2e3g0RV6x8yfw2UnLzxlgC Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 3x4 3x12 MT18HS FP 3x4 3x6 FP 4x8 3x4 3x6 4x8 4x10 4x8 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x8 5x6 4x4 2-1-0 2-1-0 24-3-8 22-2-8 1-8-8 1-4-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [13:Edge,0-1-8], [14:0-2-4,Edge], [17:0-3-12,Edge], [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 0.68 0.96 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.57 0.10 (loc) 16-17 16-17 13 l/defl >701 >465 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 118 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS. (size)19=0-5-8, 13=0-5-8 Max Grav 19=2332(LC 1), 13=1275(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1125, 2-3=0/1124, 3-4=-1064/594, 4-5=-4270/0, 5-7=-4270/0, 7-8=-5170/0, 8-9=-5170/0, 9-10=-3798/0, 10-11=-3798/0 BOT CHORD 18-19=-594/1064, 17-18=0/2911, 16-17=0/4960, 14-16=0/4726, 13-14=0/2197 WEBS 1-19=-1376/0, 11-13=-2480/0, 11-14=0/1817, 9-14=-1054/0, 9-16=0/504, 8-16=-253/0, 7-16=0/339, 7-17=-886/0, 5-17=-253/0, 4-17=0/1643, 4-18=-2203/0, 3-18=0/1118, 3-19=-1963/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 1=-700 January 7,2022 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 J1107021F Truss F15 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138470 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-jgZGj0ELGbpQkzwisFzDAFAETQnnrOR5uao2KozxlgB Scale = 1:42.1 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 4x8 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x10 5x6 4x4 1.5x4 1.5x4 1-4-0 1-4-0 2-1-0 0-9-0 24-3-8 22-2-8 1-8-8 1-4-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [13:Edge,0-1-8], [14:0-2-4,Edge], [17:0-3-12,Edge], [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 0.68 0.95 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.57 0.10 (loc) 16-17 16-17 13 l/defl >700 >467 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) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS. (size)19=0-5-8, 13=0-5-8 Max Grav 19=4307(LC 1), 13=1299(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1231, 2-3=0/1227, 3-4=-1035/710, 4-5=-4249/0, 5-7=-4249/0, 7-8=-5156/0, 8-9=-5156/0, 9-10=-3792/0, 10-11=-3792/0 BOT CHORD 18-19=-710/1035, 17-18=0/2886, 16-17=0/4943, 14-16=0/4717, 13-14=0/2197 WEBS 2-19=-2109/0, 1-19=-1506/0, 11-13=-2480/0, 11-14=0/1811, 9-14=-1049/0, 9-16=0/499, 8-16=-253/0, 7-16=0/354, 7-17=-901/0, 5-17=-253/0, 4-17=0/1657, 4-18=-2222/0, 3-18=0/1126, 3-19=-1947/0 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=-190, 2-12=-100 Concentrated Loads (lb) Vert: 2=-1792 1=-700 January 7,2022 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 J1107021F Truss F16 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138471 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-Bs7exMF_1vxHM7VvPyUSjTjQRq7maqvE7EXbsEzxlgA Scale = 1:37.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x4 3x12 MT18HS FP 5x6 3x4 3x6 FP 4x8 4x10 4x8 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x8 1.5x4 5x8 22-5-4 22-5-4 1-5-4 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:Edge,0-1-8], [13:0-2-0,Edge], [16:0-3-8,Edge], [17:0-3-12,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 0.60 0.91 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.60 0.10 (loc) 15-16 15-16 12 l/defl >698 >446 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 12=0-5-8 Max Grav 18=1328(LC 1), 12=1328(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1332/0, 1-2=-1456/0, 2-3=-1456/0, 3-4=-4563/0, 4-6=-4563/0, 6-7=-5367/0, 7-8=-5367/0, 8-9=-3898/0, 9-10=-3898/0 BOT CHORD 16-17=0/3253, 15-16=0/5205, 13-15=0/4875, 12-13=0/2250 WEBS 10-12=-2540/0, 10-13=0/1870, 8-13=-1109/0, 8-15=0/558, 7-15=-253/0, 6-16=-729/0, 4-16=-253/0, 3-16=0/1486, 3-17=-2039/0, 1-17=0/1940 NOTES-(6) 1) All plates are MT20 plates unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F17 Truss Type FLOOR Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138472 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:54:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-Bs7exMF_1vxHM7VvPyUSjTjQjq82aqVE7EXbsEzxlgA Scale = 1:36.9 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 4x8 1.5x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x8 1.5x4 5x8 22-2-10 22-2-10 1-2-10 2-6-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [12:Edge,0-1-8], [13:0-2-4,Edge], [16:0-3-8,Edge], [17:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.89 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.57 0.10 (loc) 15-16 15-16 12 l/defl >717 >458 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 106 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 12=0-2-12 Max Grav 18=1314(LC 1), 12=1314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1325/0, 1-2=-1260/0, 2-3=-1260/0, 3-4=-4416/0, 4-6=-4416/0, 6-7=-5269/0, 7-8=-5269/0, 8-9=-3849/0, 9-10=-3849/0 BOT CHORD 16-17=0/3083, 15-16=0/5083, 13-15=0/4801, 12-13=0/2225 WEBS 10-12=-2512/0, 10-13=0/1842, 8-13=-1081/0, 8-15=0/531, 7-15=-253/0, 6-16=-757/0, 4-16=-253/0, 3-16=0/1513, 3-17=-2068/0, 1-17=0/1803 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. January 7,2022 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 J1107021F Truss F18 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) 8.500 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 7 13:38:34 2022 Page 1 Truss Co, Sumner, WA ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-3NjaXr8yneiSPEHLMEFHDgq0dVpHE1zpuqfxBBzxiOZ Scale = 1:34.3 28-36 1-36 18-19 1-12 2-35 3-34 4-33 5-32 6-31 7-30 8-29 9-27 10-26 11-25 13-24 14-23 15-22 16-21 17-20 19-28 12-18 17-21 17-21 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 5x6 3x6 FP 5x6 3x4 3x4 3x6 FP 5x8 5x8 5x6 5x6 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 20-11-8 0-11-81-6-01-6-0Plate Offsets (X,Y)-- [17:0-1-8,Edge], [19:Edge,0-1-8], [21:0-1-8,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.20 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 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 6-0-0 oc bracing. REACTIONS.All bearings 20-11-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 19 except 36=-2745(LC 6), 35=-2710(LC 7), 21=-2546(LC 6), 20=-2540(LC 7) Max Grav All reactions 250 lb or less at joint(s) 19, 34, 33, 32, 31, 30, 29, 27, 26, 25, 24, 23, 22 except 36=2777(LC 5), 35=2814(LC 4), 21=2646(LC 5), 20=2624(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-36=-2767/2754, 1-2=-2397/2399, 2-3=-2136/2106, 3-4=-1816/1818, 4-5=-1496/1498, 5-6=-1176/1178, 6-7=-856/858, 7-8=-536/538, 9-10=-422/424, 10-11=-742/744, 11-12=-902/902, 12-13=-1062/1064, 13-14=-1382/1384, 14-15=-1670/1704, 15-16=-2022/2024, 16-17=-2342/2344 BOT CHORD 35-36=-290/290, 34-35=-2138/2137, 33-34=-1818/1817, 32-33=-1498/1497, 31-32=-1178/1177, 30-31=-858/857, 29-30=-538/537, 26-27=-424/422, 25-26=-744/742, 24-25=-1064/1062, 23-24=-1384/1382, 22-23=-1704/1702, 21-22=-2024/2022, 20-21=-520/520 WEBS 17-20=-2600/2564, 1-35=-3679/3676, 17-21=-3654/3652 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 36=2745, 35=2710, 21=2546, 20=2540. 7) 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. 8) This truss has been designed for a total drag load of 240 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-11-8 for 240.0 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard January 7,2022 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 J1107021F Truss F19 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138474 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:55:01 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-7FEPM2GEYWB?bQfHXNWwouokBdrM2mSXaX0iw7zxlg8 Scale = 1:34.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 FP 3x4 4x6 3x4 3x6 FP 3x6 4x6 3x6 3x6 3x6 1.5x4 3x4 1.5x4 4x6 4x8 1.5x4 5x8 5x6 3-11-12 3-11-12 20-11-4 16-11-8 1-9-10 1-9-10 1-2-8 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [13:0-2-0,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-SH 0.65 0.71 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.22 0.02 (loc) 13-15 12-13 12 l/defl >999 >913 n/a L/d 480 360 n/a PLATES MT20 Weight: 95 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)18=Mechanical, 17=0-5-8, 12=Mechanical Max Uplift 18=-689(LC 4) Max Grav 17=2190(LC 1), 12=835(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/2119, 3-4=0/989, 4-6=0/989, 6-7=-1683/0, 7-8=-1683/0, 8-9=-2044/0, 9-10=-2044/0 BOT CHORD 17-18=-1028/0, 16-17=-2119/0, 15-16=0/603, 13-15=0/2106, 12-13=0/1312 WEBS 3-17=-1264/0, 2-18=0/1263, 2-17=-1491/0, 10-12=-1481/0, 10-13=0/831, 8-15=-483/0, 7-15=-252/0, 6-15=0/1229, 6-16=-1791/0, 3-16=0/1599 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=689. 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. January 7,2022 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 J1107021F Truss F20 Truss Type Floor Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138475 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:55:01 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-7FEPM2GEYWB?bQfHXNWwouosfdzp2vPXaX0iw7zxlg8 Scale = 1:10.3123 5 4 3x4 3x6 3x4 3x6 3x4 1-1-2 1-1-2 3-9-12 2-8-10 1-7-14 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.06 0.00 (loc) 5 4-5 4 l/defl **** >755 n/a L/d 480 360 n/a PLATES MT20 Weight: 21 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-2-12, 4=0-3-8 Max Grav 5=214(LC 1), 4=214(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 7,2022 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 J1107021F Truss F21 Truss Type Floor Girder Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14138476 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:55:02 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-bRonZOHsJqJsDaET5419L5LrM1HMnFShpBmFTZzxlg7 Scale = 1:11.6 1 2 3 6 5 4 7 3x8 MT18HS 3x8 MT18HS 2x4 3x10 6x6 6x6 2-8-8 2-8-8 5-0-8 2-4-0 5-5-0 0-4-8 2-3-4 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-3-0,0-3-4], [6:0-3-0,0-3-4] 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 0.94 0.34 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 64 lb FT = 9% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 6=0-3-8 (req. 0-5-12) Max Grav 4=3297(LC 1), 6=10782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-8789/0, 3-4=-1304/0 BOT CHORD 5-6=0/3645, 4-5=0/3645 WEBS 2-5=0/286, 2-4=-3935/0, 2-6=-3935/0 NOTES-(7) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-256(F=-108, B=-128), 1-7=-190, 3-7=-1070 Concentrated Loads (lb) Vert: 1=-8237 January 7,2022 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 J1107021F Truss F22 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138477 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:55:02 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-bRonZOHsJqJsDaET5419L5L3m1MXnLJhpBmFTZzxlg7 Scale = 1:10.412 4 3 5 6 1.5x4 3x4 1.5x4 3x4 0-11-12 0-11-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 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 0-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-11-12, 3=0-11-12 Max Grav 4=40(LC 1), 3=40(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. January 7,2022 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