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1535 ABC Floor_sealsTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1107022F 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 I14138340I14138313 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 J1107022F Truss BP1 Truss Type FLOOR SUPPORTED GABL Qty 14 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138313 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:40 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-IsT?CkCzYa34_Rs?hf1R_EYFDg1J9I9oN59hqfzxlnz 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.05 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 J1107022F Truss BP2 Truss Type FLOOR SUPPORTED GABL Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138314 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:40 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-IsT?CkCzYa34_Rs?hf1R_EYFOg1K9IFoN59hqfzxlnz 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 J1107022F Truss BP3 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138315 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:41 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-m31NP4DbIuBxcaQBEMYgXS5RC4N4uluxclvEM5zxlny Scale = 1:10.512 4 3 1.5x4 4x4 1.5x4 4x4 0-8-6 0-8-61-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.02 0.09 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: 7 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-8-6, 3=0-8-6 Max Uplift 4=-335(LC 6), 3=-335(LC 7) Max Grav 4=355(LC 5), 3=355(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-349/340 WEBS 1-3=-372/372 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 4 and 335 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 0-8-6 for 250.0 plf. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. January 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 J1107022F Truss BP4 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138316 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:41 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-m31NP4DbIuBxcaQBEMYgXS5RG4NqullxclvEM5zxlny Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-1-10 1-1-10 0-10-10 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.10 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: 8 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-10 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=-314(LC 6), 3=-314(LC 7) Max Grav 4=350(LC 5), 3=350(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-340/324 WEBS 1-3=-410/410 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 314 lb uplift at joint 4 and 314 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 1-1-10 for 240.1 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 J1107022F Truss BP5 Truss Type FLOOR SUPPORTED GABL Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138317 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:42 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-EFbldQED3BJoEk?No43v4fec?UjFdC95qPeovYzxlnx Scale = 1:10.512 4 3 1.5x4 3x4 1.5x4 3x4 0-9-13 0-9-13 0-6-13 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 0.08 0.02 0.09 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: 7 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-13 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=-319(LC 6), 3=-319(LC 7) Max Grav 4=344(LC 5), 3=344(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-337/326 WEBS 1-3=-370/370 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 319 lb uplift at joint 4 and 319 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 0-9-13 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 J1107022F Truss BP6 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138318 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:42 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-EFbldQED3BJoEk?No43v4fecaUjxdCt5qPeovYzxlnx 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 J1107022F Truss BP7 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138319 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:42 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-EFbldQED3BJoEk?No43v4fedRUjTdDX5qPeovYzxlnx Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-0-10 1-0-10 0-9-10 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.01 0.00 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: 8 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-3-8 Max Grav 4=56(LC 1), 3=56(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(3) 1) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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 J1107022F Truss BP8 Truss Type FLOOR SUPPORTED GABL Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138320 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:43 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-iR88qmEsqVSfruaaMna8ctAnlu3UMfOE33OLR_zxlnw Scale = 1:10.512 4 3 1.5x4 3x4 1.5x4 3x4 0-10-2 0-10-2 0-7-2 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 0.08 0.02 0.09 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: 7 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-2 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=-319(LC 6), 3=-319(LC 7) Max Grav 4=344(LC 5), 3=344(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-337/326 WEBS 1-3=-372/372 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 319 lb uplift at joint 4 and 319 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 0-10-2 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 J1107022F Truss BP9 Truss Type Floor Supported Gable Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138321 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:43 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-iR88qmEsqVSfruaaMna8ctAnPu3CMf5E33OLR_zxlnw Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-4-12 1-4-12 1-1-12 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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 1-4-12 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=355(LC 5), 3=355(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=-275/275 BOT CHORD 3-4=-275/275 WEBS 1-3=-449/449 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 1-4-12 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 J1107022F Truss F01 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138322 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:44 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-AeiW26FUbpaWT29mwV5N94jt3HN4514NIj7uzQzxlnv Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 28 27 3x4 3x4 3x6 4x6 4x4 5x8 2x4 2x4 3x6 4x4 3x6 0-0-4 1-5-0 1-5-0 2-9-0 1-4-0 4-1-0 1-4-0 5-5-0 1-4-0 6-9-0 1-4-0 8-1-0 1-4-0 9-5-0 1-4-0 10-9-0 1-4-0 12-1-0 1-4-0 13-5-0 1-4-0 14-1-8 0-8-8 14-9-0 0-7-8 16-1-0 1-4-0 11-10-12 1-10-4 1-7-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-4-0,Edge], [13:Edge,0-1-8], [17:0-1-8,Edge], [26:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.07 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 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 14-3-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 16 except 17=-174(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16 except 26=356(LC 1), 15=2515(LC 1), 25=1033(LC 3), 24=909(LC 1), 23=939(LC 3), 22=931(LC 1), 21=934(LC 3), 20=931(LC 1), 19=941(LC 3), 18=882(LC 1), 17=1157(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-346/0, 12-13=-502/0 BOT CHORD 16-17=-708/0, 15-16=-708/0, 14-15=-718/0, 13-14=-718/0 WEBS 11-15=-2473/0, 11-28=0/891, 13-28=0/877, 2-25=-1003/0, 3-24=-883/0, 4-23=-912/0, 5-22=-904/0, 6-21=-907/0, 7-20=-905/0, 8-19=-914/0, 9-18=-857/0, 10-17=-1218/0, 17-27=0/836, 11-27=0/854 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 17=174. 5) Non Standard bearing condition. Review required. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-26=-20, 1-12=-680 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 J1107022F Truss F02 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138323 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:45 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-eqGuFSG6M6iN5CkyTCcchIG_IhaaqTGXXNtSVszxlnu Scale = 1:26.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x4 1.5x4 3x4 3x8 3x8 1.5x4 3x4 1.5x4 3x8 3x6 4x8 4x6 3x4 14-0-4 14-0-4 16-1-0 2-0-12 0-10-12 2-6-0 1-8-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [2:0-2-0,Edge], [11:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.69 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.03 (loc) 11-12 11-12 10 l/defl >999 >968 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 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, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)10=0-5-8, 13=0-3-8 Max Grav 10=2107(LC 1), 13=781(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1522/0, 3-4=-1522/0, 4-5=-1715/212, 5-6=-1715/212, 6-7=0/1392, 7-8=0/1390 BOT CHORD 12-13=0/524, 11-12=0/1857, 10-11=-760/907 WEBS 7-10=-265/0, 6-10=-1691/0, 6-11=0/1124, 5-11=-255/0, 4-11=-362/0, 4-12=-381/176, 3-12=-261/0, 2-12=0/1132, 8-10=-1699/0, 2-13=-917/0 NOTES-(6) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13=-20, 1-8=-100 Concentrated Loads (lb) Vert: 8=-900 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 J1107022F Truss F03 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138324 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:46 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-70qGToHk7QqEiMJ81w8rEVo925whZxZgl1c?2Jzxlnt Scale = 1:27.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 5x6 4x5 3x4 3x8 3x8 1.5x4 3x4 1.5x4 3x6 4x4 4x8 4x6 0-3-12 0-3-12 1-9-0 1-5-4 14-0-4 12-3-4 16-1-0 2-0-12 1-5-4 1-9-4 2-6-0 1-8-4 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-0-2,Edge], [2:0-2-0,Edge], [11:0-2-12,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.70 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 -0.01 (loc) 11-12 11-12 10 l/defl >999 >922 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 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, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)1=0-3-8, 10=0-5-8 Max Grav 1=773(LC 3), 10=2101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-779/0, 2-3=-1454/0, 3-4=-1454/0, 4-5=-1690/214, 5-6=-1690/214, 6-7=0/1392, 7-8=0/1390 BOT CHORD 12-13=0/777, 11-12=0/1818, 10-11=-762/895 WEBS 7-10=-264/0, 6-10=-1679/0, 6-11=0/1112, 5-11=-253/0, 4-11=-348/0, 4-12=-412/167, 2-12=0/837, 2-13=-632/0, 8-10=-1700/0, 1-13=0/1032 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-20, 1-8=-100 Concentrated Loads (lb) Vert: 8=-900 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 J1107022F Truss F04 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138325 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:46 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-70qGToHk7QqEiMJ81w8rEVoBO5sCZtzgl1c?2Jzxlnt Scale = 1:29.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 4x10 3x4 4x8 5x10 3x6 6x8 4x10 4x8 1.5x4 3x4 3x8 3x6 4x5 3-8-0 3-8-0 17-9-2 14-1-2 1-7-12 1-7-12 0-11-10 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-1-12,Edge], [10:Edge,0-1-8], [11:0-2-8,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 0.56 0.92 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 0.08 (loc) 11-12 11-12 10 l/defl >999 >622 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 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=1929(LC 1), 10=1273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4621/0, 3-4=-4621/0, 4-5=-4961/0, 5-6=-4958/0, 6-7=-3696/0, 7-8=-3696/0 BOT CHORD 13-14=0/2451, 12-13=0/4890, 11-12=0/4568, 10-11=0/2148 WEBS 3-13=-1210/0, 2-14=-3050/0, 2-13=0/2701, 8-10=-2425/0, 8-11=0/1757, 6-11=-990/0, 6-12=0/442, 4-13=-421/0 NOTES-(5) 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 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=-1101 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 J1107022F Truss F05 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138326 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:47 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-bDOeg7HMuky5KWuLbdf4njLNmVCyIL?q_hMZalzxlns Scale = 1:32.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x4 3x4 4x8 4x8 1.5x4 3x4 1.5x4 3x6 3x6 1.5x4 4x8 4x8 4x8 4x5 17-6-8 17-6-8 19-7-6 2-0-14 1-9-8 2-6-0 1-8-6 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-2-0,Edge], [11:0-2-12,Edge], [12:0-3-0,Edge], [15: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 0.46 0.95 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.06 (loc) 12-13 12-13 11 l/defl >999 >725 n/a L/d 480 360 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)15=0-2-12, 11=0-5-8 Max Grav 15=1006(LC 3), 11=2295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1001/0, 1-2=-1335/0, 2-3=-1335/0, 3-4=-3058/0, 4-5=-3058/0, 5-6=-2482/62, 6-7=-2482/62, 7-8=0/1398, 8-9=0/1396 BOT CHORD 13-14=0/2434, 12-13=0/3007, 11-12=-688/1291 WEBS 8-11=-270/0, 7-11=-2082/0, 7-12=0/1518, 6-12=-257/0, 5-12=-756/0, 5-13=0/270, 4-13=-258/0, 3-13=0/708, 3-14=-1247/0, 2-14=-253/0, 1-14=0/1626, 9-11=-1704/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 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: 10-15=-20, 1-9=-100 Concentrated Loads (lb) Vert: 9=-900 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 J1107022F Truss F06 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138327 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:48 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-3Py1tTI_f14yyfTX9LAJJwuWNvYl1odzDL566Bzxlnr Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x4 3x4 4x8 4x8 1.5x4 3x4 1.5x4 3x6 3x6 1.5x4 4x8 5x6 4x10 4x8 17-3-12 17-3-12 19-4-8 2-0-12 1-6-12 2-6-0 1-8-4 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-3-0,Edge], [12:0-3-0,Edge], [14:0-3-8,Edge], [15: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 0.53 0.91 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.27 0.06 (loc) 12-13 12-13 11 l/defl >999 >761 n/a L/d 480 360 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)15=Mechanical, 11=0-5-8 Max Grav 15=980(LC 3), 11=2615(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-981/0, 1-2=-1170/0, 2-3=-1170/0, 3-4=-2903/0, 4-5=-2903/0, 5-6=-2335/365, 6-7=-2335/365, 7-8=0/1814, 8-9=0/1812 BOT CHORD 13-14=0/2276, 12-13=0/2856, 11-12=-1047/1148 WEBS 8-11=-271/0, 7-11=-2126/0, 7-12=0/1562, 6-12=-257/0, 5-12=-802/0, 5-13=0/334, 4-13=-257/0, 3-13=-6/711, 3-14=-1255/0, 1-14=0/1488, 9-11=-2215/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-15=-20, 1-9=-100 Concentrated Loads (lb) Vert: 9=-1200 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 J1107022F Truss F07 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138328 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:50 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-?n4nI9KFBfKfBzcwGlCnOLztliMRVd0GgeaDB4zxlnp Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 44 43 3x4 3x6 4x6 3x6 4x4 7x8 3x4 3x4 3x6 3x4 3x6 3x6 5x8 3x8 5x6 3x6 6x8 3x6 3x6 3x6 3x6 3x6 3x4 3x6 3x4 3x6 0-8-8 0-8-8 1-7-0 0-10-8 2-0-8 0-5-8 3-4-8 1-4-0 3-10-0 0-5-8 4-8-8 0-10-8 6-0-8 1-4-0 7-5-4 1-4-12 8-8-8 1-3-4 10-0-8 1-4-0 11-4-8 1-4-0 13-1-12 1-9-4 14-0-8 0-10-12 15-4-8 1-4-0 16-8-8 1-4-0 17-5-0 0-8-8 17-6-4 0-1-4 18-0-8 0-6-4 19-4-8 1-4-0 1-2-8 2-0-0 3-4-4 2-6-0 2-0-0 0-10-0 2-2-0 1-10-4 1-7-0 1-6-01-6-0Plate Offsets (X,Y)-- [10:0-3-0,Edge], [12:0-3-0,Edge], [15:0-4-0,Edge], [17:Edge,0-1-8], [24:0-2-12,Edge], [26:0-3-0,Edge], [34: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 0.48 0.39 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 25 25 23 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 133 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 7-7-0 except (jt=length) 23=4-6-8, 19=4-6-8, 22=4-6-8, 21=4-6-8, 20=4-6-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 27, 20 Max Grav All reactions 250 lb or less at joint(s) 34, 20 except 23=2576(LC 4), 19=1927(LC 1), 32=1845(LC 5), 29=1763(LC 5), 26=2641(LC 3), 33=613(LC 5), 31=813(LC 3), 30=825(LC 3), 28=946(LC 3), 27=908(LC 5), 22=588(LC 1), 21=1606(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-506/0, 10-11=-694/0, 11-12=-694/0, 12-13=0/855, 13-14=0/855, 14-15=0/855 BOT CHORD 25-26=0/1871, 24-25=0/1871, 23-24=-855/0, 22-23=-855/0, 21-22=-855/0, 20-21=-719/0, 19-20=-719/0, 18-19=-727/0, 17-18=-727/0 WEBS 12-23=-2499/0, 15-19=-1905/0, 3-32=-1837/0, 6-29=-1759/0, 9-26=-1633/0, 15-44=0/904, 17-44=0/888, 10-26=-2095/0, 10-24=-1482/0, 11-24=-982/0, 12-24=0/2248, 2-33=-595/0, 4-31=-791/0, 5-30=-800/0, 7-28=-913/0, 8-27=-893/49, 13-22=-605/0, 14-21=-1268/0, 21-43=-571/270, 15-43=-587/274 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 20. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-34=-20, 1-16=-680 Concentrated Loads (lb) Vert: 3=-1600 6=-1600 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 J1107022F Truss F08 Truss Type Floor Girder Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138329 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:50 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-?n4nI9KFBfKfBzcwGlCnOLzu7iKYVlVGgeaDB4zxlnp Scale = 1:8.9 1 2 3 5 4 3x6 3x6 3x6 3x6 5x6 0-10-6 0-10-6 4-3-4 3-4-14 1-10-10 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 0.39 0.57 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.09 0.01 (loc) 5 4-5 4 l/defl **** >525 n/a L/d 480 360 n/a PLATES MT20 Weight: 25 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 4=Mechanical Max Grav 5=1101(LC 1), 4=1101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-422/0, 3-4=-422/0 BOT CHORD 4-5=0/1208 WEBS 2-4=-1366/0, 2-5=-1366/0 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=-527 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 J1107022F Truss F09 Truss Type FLOOR GIRDER Qty 1 Ply 2 MFour Contractors, LLC Job Reference (optional) I14138330 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:51 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-T_d9WVLtyySWp7B6qTj0xZW6O6iKE5BPvIKmjWzxlno Scale: 1"=1' 1 2 3 4 8 7 6 5 2x4 1.5x4 4x5 4x4 4x4 4x6 5x8 3x4 2-2-5 2-2-5 6-5-4 4-2-15 1-9-1 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-2-0,0-1-12], [6:0-4-8,0-2-4], [7:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.35 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 8=0-3-8 Max Grav 5=3111(LC 1), 8=3111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2137/0, 2-3=-3674/0, 3-4=-3666/0 BOT CHORD 7-8=0/3674, 6-7=0/3666 WEBS 2-8=-4192/0, 2-7=0/1821, 4-6=0/4183 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: 5-8=-913(F=-368, B=-525), 1-4=-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 J1107022F Truss F10 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138331 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:51 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-T_d9WVLtyySWp7B6qTj0xZW4t6ghEDUPvIKmjWzxlno Scale = 1:9.0 1 2 3 5 4 3x6 3x6 3x6 3x6 4x5 3-8-12 3-8-12 1-7-6 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 0.33 0.45 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.01 (loc) 5 4-5 4 l/defl **** >810 n/a L/d 480 360 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 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=1070(LC 1), 4=1070(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-413/0, 3-4=-413/0 BOT CHORD 4-5=0/1018 WEBS 2-5=-1193/0, 2-4=-1193/0 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=-595 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 J1107022F Truss F11 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138332 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:53 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-PMlwxBM7UaiE2RLVxumU0_bOEwRSi_eiMcptnPzxlnm Scale = 1:30.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 40 41 42 21 3x4 5x6 3x4 5x6 5x6 3x4 6x8 3x4 3x4 3x4 3x4 3x4 2x4 2x4 3x4 3x6 0-4-4 0-4-4 1-8-4 1-4-0 1-10-4 0-2-0 1-11-12 0-1-8 3-0-4 1-0-8 4-4-4 1-4-0 5-8-4 1-4-0 5-11-0 0-2-12 7-0-4 1-1-4 8-4-4 1-4-0 9-8-4 1-4-0 11-0-4 1-4-0 12-4-4 1-4-0 13-8-4 1-4-0 13-11-0 0-2-12 15-0-4 1-1-4 16-4-4 1-4-0 17-8-4 1-4-0 17-11-4 0-3-0 18-3-0 0-3-12 1-7-4 0-10-4 2-10-0 6-6-12 0-11-4 2-4-8 1-2-8 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [15:0-2-8,Edge], [25:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.18 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 36-37 36-37 20 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 99 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23,21-22. REACTIONS.All bearings 16-1-0 except (jt=length) 20=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21, 20 except 36=-493(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 33 except 25=510(LC 4), 37=1776(LC 3), 27=1740(LC 3), 36=444(LC 4), 35=689(LC 3), 34=1289(LC 4), 32=521(LC 1), 31=988(LC 6), 30=913(LC 1), 29=963(LC 6), 28=716(LC 4), 26=2148(LC 3), 24=503(LC 3), 23=1158(LC 1), 22=668(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 38-39=-500/0, 37-38=-500/0, 36-37=-513/0 WEBS 15-25=-498/0, 3-37=-1511/0, 13-27=-1730/0, 39-40=0/446, 40-41=0/673, 3-41=0/557, 2-40=-411/0, 4-36=-563/0, 5-35=-648/0, 6-34=-1272/0, 8-32=-496/0, 9-31=-961/0, 10-30=-887/0, 11-29=-935/0, 12-28=-696/0, 14-26=-2136/0, 16-24=-478/0, 17-23=-986/0, 19-22=-643/0, 3-36=0/628 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 20 except (jt=lb) 36=493. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 21-39=-20, 1-42=-475, 8-42=-100, 8-13=-680, 13-16=-100, 16-20=-680 Concentrated Loads (lb) Vert: 13=-1600 6=-1371 14=-2610 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 J1107022F Truss F12 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138333 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:54 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-uZJI8XNlFtq5gawhVbHjZB7X?Jc7RWdsbGYQKrzxlnl Scale = 1:30.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 6x6 4x8 3x4 4x6 4x8 4x8 1.5x4 3x4 1.5x4 3x6 3x6 3x6 4x6 2-1-0 2-1-0 17-11-4 15-10-4 18-3-0 0-3-12 1-8-8 1-11-8 2-6-0 0-10-12 0-4-0 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:0-0-15,Edge], [12:0-2-0,Edge], [13:0-2-0,Edge], [14:0-3-8,Edge], [16:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.85 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 -0.01 (loc) 13-14 13-14 10 l/defl >999 >815 n/a L/d 480 360 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 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, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size)10=0-3-8, 15=0-5-8 Max Grav 10=909(LC 4), 15=2213(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1403, 2-3=0/1403, 3-4=-1989/234, 4-5=-1989/234, 5-6=-2477/0, 6-7=-2477/0, 7-9=-670/0, 9-10=-657/0 BOT CHORD 14-15=-856/847, 13-14=0/2471, 12-13=0/1792 WEBS 1-15=-1712/0, 3-15=-1674/0, 3-14=0/1477, 4-14=-262/0, 5-14=-723/0, 5-13=0/279, 6-13=-258/0, 7-13=0/777, 7-12=-1288/0, 10-12=0/1114 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-20, 1-10=-100 Concentrated Loads (lb) Vert: 1=-900 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 J1107022F Truss F13 Truss Type FLOOR GIRDER Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138334 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-MltgMsON?ByyHkVt3Joy5PgfLj_FAz1?qwI_sHzxlnk Scale = 1:37.0 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 3x6 SP 4x10 3x6 3x6 FP 5x6 5x8 3x4 4x5 5x10 4x10 1.5x4 3x8 1.5x4 3x8 3x4 3x10 3x6 6x10 5x8 2-1-0 2-1-0 18-1-8 16-0-8 22-3-8 4-2-0 1-8-8 1-11-8 2-6-0 0-11-8 1-10-12 1-10-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-2-0,Edge], [9:0-3-0,Edge], [10:0-3-0,Edge], [13:Edge,0-1-8], [14:0-3-0,Edge], [17:0-3-12,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 0.81 0.73 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.49 0.09 (loc) 17 15-17 13 l/defl >745 >491 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 131 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 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)13=0-5-8, 19=0-5-8 Max Grav 13=2000(LC 4), 19=2655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1398, 2-3=0/1398, 3-4=-3494/0, 4-6=-3507/0, 6-7=-5732/0, 7-8=-5732/0, 8-9=-5623/0, 9-10=-5630/0, 10-11=-5314/0 BOT CHORD 18-19=-645/1568, 17-18=0/4877, 15-17=0/5919, 14-15=0/5463, 13-14=0/2925 WEBS 10-14=-1609/0, 1-19=-1708/0, 3-19=-2494/0, 3-18=0/2345, 4-18=-263/0, 6-18=-1686/0, 6-17=0/1112, 7-17=-253/0, 8-17=-352/0, 8-15=-336/105, 11-13=-3487/0, 11-14=0/2904 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 16 = 9% 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-20, 1-12=-100 Concentrated Loads (lb) Vert: 10=-1070 1=-900 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 J1107022F Truss F14 Truss Type FLOOR Qty 4 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138335 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:55 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-MltgMsON?ByyHkVt3Joy5PghvjzIAvt?qwI_sHzxlnk Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x4 3x8 MT18HS FP 3x4 3x6 FP 4x10 3x4 4x10 3x8 4x8 4x8 1.5x4 3x4 3x6 1.5x4 3x6 1.5x4 4x10 4x10 2-1-0 2-1-0 22-3-8 20-2-8 1-8-8 1-11-8 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-4-12,Edge], [13:0-3-0,Edge], [15:0-2-8,Edge], [16:0-4-12,Edge], [17:0-4-4,Edge], [18:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.79 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.37 0.06 (loc) 15 15-16 12 l/defl >911 >653 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 108 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-5-8, 12=0-5-8 Max Grav 17=3428(LC 1), 12=1116(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/2676, 2-3=0/2677, 3-4=-2485/1022, 4-6=-2485/1022, 6-7=-3980/0, 7-8=-3980/0, 8-9=-3198/0, 9-10=-3198/0 BOT CHORD 16-17=-1916/834, 15-16=-416/3472, 13-15=0/3832, 12-13=0/1894 WEBS 1-17=-3267/0, 10-12=-2138/0, 10-13=0/1481, 8-13=-719/152, 8-15=-264/169, 7-15=-254/0, 6-15=0/842, 6-16=-1383/0, 4-16=-262/0, 3-16=0/2142, 3-17=-2233/0 NOTES-(8) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down at 0-1-8, and 900 lb down at 0-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-18=-20, 1-11=-100 Concentrated Loads (lb) Vert: 1=-1800(F=-900, B=-900) 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 J1107022F Truss F15 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138336 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:56 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-qxR2ZCO0mV4pvu43d0JBecDvK7JXvNO82a1XOkzxlnj Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x4 3x8 MT18HS FP 3x4 3x6 FP 4x8 3x4 4x5 4x10 4x8 1.5x4 3x4 1.5x4 3x6 3x4 1.5x4 4x8 4x8 3x8 2-1-0 2-1-0 22-0-14 19-11-14 1-8-8 1-11-8 2-6-0 2-3-6 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-2-0,Edge], [13:0-2-12,Edge], [16:0-3-8,Edge], [18:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.79 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.37 0.07 (loc) 15 15-16 12 l/defl >941 >637 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 107 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS. (size)17=0-5-8, 12=0-2-12 Max Grav 17=2428(LC 1), 12=1158(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/1401, 2-3=0/1401, 3-4=-2771/48, 4-6=-2771/48, 6-7=-4111/0, 7-8=-4111/0, 8-9=-3172/0, 9-10=-3172/0 BOT CHORD 16-17=-772/1198, 15-16=0/3681, 13-15=0/3883, 12-13=0/1789 WEBS 1-17=-1710/0, 3-17=-2060/0, 3-16=0/1931, 4-16=-261/0, 6-16=-1172/0, 6-15=0/631, 7-15=-254/0, 8-15=-70/259, 8-13=-807/0, 10-13=0/1570, 10-12=-2060/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-18=-20, 1-11=-100 Concentrated Loads (lb) Vert: 1=-900 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 J1107022F Truss F16 Truss Type FLOOR Qty 2 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138337 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-I8?QmYPeXoCgX2fGAkqQBql66XeEevPIHEn4xAzxlni Scale = 1:26.5 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x4 3x6 3x8 3x8 1.5x4 3x4 1.5x4 3x6 3x6 1.5x4 5x6 5x6 15-11-0 15-11-0 0-9-2 2-0-0 2-6-0 2-3-6 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:0-2-12,Edge], [13:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.83 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.05 (loc) 10-11 10-11 9 l/defl >999 >764 n/a L/d 480 360 n/a PLATES MT20 Weight: 73 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=Mechanical, 9=0-2-12 Max Grav 13=940(LC 1), 9=940(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-959/0, 1-2=-645/0, 2-3=-645/0, 3-4=-2515/0, 4-5=-2515/0, 5-6=-2388/0, 6-7=-2388/0 BOT CHORD 11-12=0/1679, 10-11=0/2691, 9-10=0/1409 WEBS 7-9=-1622/0, 7-10=0/1111, 5-10=-344/0, 4-11=-258/0, 3-11=0/948, 3-12=-1243/0, 1-12=0/1137 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 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. 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 J1107022F Truss F17 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138338 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:57 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-I8?QmYPeXoCgX2fGAkqQBql8XXomeq9IHEn4xAzxlni Scale = 1:26.4 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 5x6 6x6 6x6 6x6 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 15-10-12 1-2-121-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [15:0-1-8,Edge], [25:0-1-8,Edge], [26:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.15 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 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 15-10-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 26=-2155(LC 6), 14=-2284(LC 7), 25=-2121(LC 7), 15=-2250(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 23, 22, 21, 20, 19, 18, 17, 16 except 26=2187(LC 5), 14=2313(LC 4), 25=2224(LC 4), 15=2349(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-2178/2164, 13-14=-2305/2292, 1-2=-1879/1880, 2-3=-1618/1619, 3-4=-1298/1299, 4-5=-978/979, 5-6=-658/659, 6-7=-338/339, 7-8=-302/302, 8-9=-622/622, 9-10=-942/942, 10-11=-1262/1262, 11-12=-1582/1550, 12-13=-1820/1821 BOT CHORD 25-26=-290/290, 24-25=-1619/1618, 23-24=-1299/1298, 22-23=-979/978, 21-22=-659/658, 20-21=-339/338, 19-20=-302/302, 18-19=-622/622, 17-18=-942/942, 16-17=-1262/1262, 15-16=-1582/1582, 14-15=-265/265 WEBS 1-25=-2891/2890, 13-15=-2950/2949 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 2155 lb uplift at joint 26, 2284 lb uplift at joint 14, 2121 lb uplift at joint 25 and 2250 lb uplift at joint 15. 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 15-10-12 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. 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 J1107022F Truss F18 Truss Type FLOOR Qty 3 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138339 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:58 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-mKYo_uQGI6KX8CESkRLfj1IHPx3FNLQRWuWeTczxlnh Scale = 1:26.4 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 3x4 3x6 3x6 3x4 3x4 3x6 1.5x4 3x4 1.5x4 4x6 4x6 3-11-4 3-11-4 15-10-12 11-11-8 1-9-6 1-9-6 1-6-10 2-6-0 2-3-6 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [11:0-2-12,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 0.37 0.46 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.13 0.01 (loc) 10 9-10 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 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)13=Mechanical, 9=Mechanical, 12=0-5-8 Max Uplift 13=-261(LC 4) Max Grav 13=105(LC 3), 9=601(LC 4), 12=1395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/916, 5-6=-1169/0, 6-7=-1169/0 BOT CHORD 12-13=-427/0, 11-12=-916/0, 10-11=0/840, 9-10=0/819 WEBS 3-12=-893/0, 2-13=0/526, 2-12=-750/0, 7-9=-943/0, 7-10=0/398, 5-10=0/378, 5-11=-940/0, 3-11=0/1175 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 261 lb uplift at joint 13. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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 J1107022F Truss F19 Truss Type GABLE Qty 1 Ply 1 MFour Contractors, LLC Job Reference (optional) I14138340 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Jan 7 11:46:59 2022 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:T9AT4o1jJXFd5ocIV_6FlZy9QEF-EW6BBERu3QTOmMoeI8tuGFrRSKUC6mHblYGB?3zxlng Scale = 1:26.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 3x4 3x6 3x4 3x4 5x6 5x6 0-10-8 0-10-8 2-2-8 1-4-0 3-6-8 1-4-0 4-10-8 1-4-0 6-2-8 1-4-0 7-6-8 1-4-0 7-9-4 0-2-12 8-10-8 1-1-4 10-2-8 1-4-0 11-6-8 1-4-0 12-10-8 1-4-0 14-2-8 1-4-0 15-6-8 1-4-0 15-10-12 0-4-41-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-2-4,Edge], [22:0-2-4,Edge], [29:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.15 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-10-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 29=294(LC 1), 16=549(LC 1), 22=533(LC 1), 28=659(LC 1), 27=980(LC 1), 26=922(LC 1), 25=929(LC 1), 24=925(LC 1), 23=2775(LC 1), 21=476(LC 1), 20=994(LC 1), 19=924(LC 1), 18=910(LC 1), 17=1029(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-22=-526/0, 2-28=-704/0, 3-27=-943/0, 4-26=-898/0, 5-25=-902/0, 6-24=-898/0, 7-23=-2755/0, 9-21=-451/0, 10-20=-968/0, 11-19=-895/0, 12-18=-891/0, 13-17=-977/0, 14-16=-580/0 NOTES-(7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 oc. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-29=-20, 1-30=-680, 9-30=-100, 9-15=-680 Concentrated Loads (lb) Vert: 7=-3176 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