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Floor Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1090622F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell June 26,2021 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Re: thru I13837146I13837119 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 J1090622F Truss B1 Truss Type FLOOR BLOCKING Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837119 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:28 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-1qRWELMdzWczuVBFb8DqkQb4loiSXB3yQvPq24z2kq5 Scale = 1:10.412 4 3 1.5x4 1.5x4 3x4 3x4 1-8-8 1-8-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.11 0.27 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: 10 lb FT = 0%F, 0%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 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=1-8-8, 4=1-8-8 Max Uplift 3=-601(LC 7), 4=-601(LC 6) Max Grav 3=643(LC 4), 4=643(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-635/609, 1-2=-641/641 BOT CHORD 3-4=-641/641 WEBS 2-4=-944/944 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint 3 and 601 lb uplift at joint 4. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 450.1 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss B2 Truss Type Floor Blocking Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837120 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-W1?uRhMFkqkqWemR9rk3Ge8FVC3RGfC5fZ8ObXz2kq4 Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-0-8 1-0-8 0-9-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.06 0.22 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 = 0%F, 0%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 1-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-0-8, 3=1-0-8, 3=1-0-8 Max Horz 4=1(LC 4) Max Uplift 4=-609(LC 6), 3=-609(LC 7) Max Grav 4=633(LC 5), 3=633(LC 4), 3=51(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-628/613, 1-2=-372/372 BOT CHORD 3-4=-372/372 WEBS 1-3=-744/744 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 609 lb uplift at joint 4 and 609 lb uplift at joint 3. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-8 for 450.6 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837121 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:29 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-W1?uRhMFkqkqWemR9rk3Ge8FUC2gGeI5fZ8ObXz2kq4 Scale = 1:10.412 5 3 6 4 1.5x4 1.5x4 3x4 3x4 1-2-2 1-2-2 1-8-8 0-6-6 1-5-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.11 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 4 5 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%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 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=1-2-2, 4=0-3-8 Max Uplift 3=-608(LC 7), 5=-605(LC 6) Max Grav 3=636(LC 4), 5=638(LC 5), 4=10(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-635/609, 1-2=-641/641 BOT CHORD 4-5=-669/669, 3-4=-277/277 WEBS 2-5=-944/944 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 608 lb uplift at joint 3 and 605 lb uplift at joint 5. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 450.1 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss B4 Truss Type Floor Blocking Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837122 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-_DZHf1NtV7sh7oLeiZFIprhQGcO5?5nFuDux7zz2kq3 Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-6-12 1-6-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.10 0.26 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: 9 lb FT = 0%F, 0%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 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-6-12, 3=1-6-12 Max Uplift 4=-603(LC 6), 3=-603(LC 7) Max Grav 4=640(LC 5), 3=640(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-633/610, 1-2=-582/582 BOT CHORD 3-4=-582/582 WEBS 1-3=-895/895 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 4 and 603 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss B5 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837123 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:30 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-_DZHf1NtV7sh7oLeiZFIprhQFcOe?6RFuDux7zz2kq3 Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-0-12 1-0-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.06 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0%F, 0%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 1-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-0-12, 3=1-0-12 Max Uplift 4=-608(LC 6), 3=-608(LC 7) Max Grav 4=633(LC 5), 3=633(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-628/613, 1-2=-380/380 BOT CHORD 3-4=-380/380 WEBS 1-3=-749/749 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 lb uplift at joint 4 and 608 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 450 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-12 for 450.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837124 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:31 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-SP7fsNOVGR_YlywqGGmXM3Da00jBkYtO6tdUfPz2kq2 Scale = 1:18.2 1 2 3 4 5 6 15 14 13 12 11 10 9 8 7 16 17 1.5x4 3x4 3x4 3x6 3x4 1.5x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-4-0 1-4-0 1-11-14 0-7-14 2-1-6 0-1-8 2-8-0 0-6-10 4-0-0 1-4-0 5-4-0 1-4-0 6-5-6 1-1-6 6-8-0 0-2-10 7-5-6 0-9-6 8-0-0 0-6-10 8-5-6 0-5-6 9-4-0 0-10-10 9-11-14 0-7-14 1-8-14 2-0-8 2-0-0 1-2-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [11:0-1-8,Edge], [24:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.17 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 14=-43(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 7=-632(LC 7), 11=-479(LC 7), 8=-604(LC 6), 14=-430(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 10, 9 except 7=653(LC 4), 11=644(LC 11), 8=694(LC 5), 14=770(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/469, 2-3=-914/968, 3-4=-650/655, 4-5=-319/323, 5-6=-311/311 BOT CHORD 14-15=-1111/1000, 13-14=-338/381, 12-13=-338/381, 11-12=-338/381, 10-11=-442/438, 9-10=-442/438, 8-9=-442/438, 7-8=-557/552 WEBS 5-8=-682/616, 3-14=-1008/917, 3-11=-959/927, 5-7=-899/905 NOTES-(10) 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) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 7, 479 lb uplift at joint 11, 604 lb uplift at joint 8 and 430 lb uplift at joint 14. 5) Non Standard bearing condition. Review required. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 7-11-14 to 9-11-14 for 574.5 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) CAUTION, Do not erect truss backwards. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F02 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837125 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:32 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-wch14iP71l6PN6V0q_HmuGmijP?TT?VXLXN2Brz2kq1 Scale = 1:21.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 1.5x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 3x6 1.5x4 4x5 3x6 3x4 3x4 1-11-14 1-11-14 2-1-6 0-1-8 12-7-12 10-6-6 1-8-14 1-5-8 2-6-0 2-0-0 1-5-6 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 58 lb FT = 0%F, 0%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: 11-12. REACTIONS. (size)12=0-5-8, 8=0-1-14 Max Grav 12=807(LC 1), 8=570(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-586/0, 3-4=-586/0, 4-5=-1059/0, 5-6=-1059/0 BOT CHORD 10-11=0/1059, 9-10=0/1059, 8-9=0/834 WEBS 2-12=-700/0, 4-11=-619/0, 3-11=-265/22, 2-11=0/802, 6-8=-946/0, 6-9=0/416 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F03 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837126 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-OoFPH2Plo2FG_G4COhp?RUJr9pL5CQthaB6bkIz2kq0 Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 2x4 2x4 3x4 1.5x4 1.5x4 3x4 3x6 3x4 3x4 3x6 3x4 3x6 1.5x4 3x6 3x4 3x4 3x8 1-11-14 1-11-14 2-1-6 0-1-8 14-8-10 12-7-4 19-2-4 4-5-10 1-8-14 2-6-0 1-7-0 2-0-0 0-10-12 1-8-10 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.34 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.02 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 87 lb FT = 0%F, 0%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)16=0-5-8, 11=0-2-6, 12=0-5-8 Max Uplift 11=-232(LC 3) Max Grav 16=816(LC 3), 11=151(LC 5), 12=1335(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1102/0, 4-5=-1102/0, 5-6=-997/0, 6-7=-997/0, 7-8=0/1051, 8-9=0/1049 BOT CHORD 15-16=0/843, 14-15=0/1102, 13-14=0/1102, 12-13=0/327, 11-12=-505/57 WEBS 2-16=-335/0, 3-16=-953/0, 3-15=0/403, 7-12=-1376/0, 7-13=0/767, 5-13=-312/0, 9-11=-65/573, 9-12=-792/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 11. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F04 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837127 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:33 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-OoFPH2Plo2FG_G4COhp?RUJr9pL5CQthaB6bkIz2kq0 Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 2x4 2x4 3x4 1.5x4 1.5x4 3x4 3x6 3x4 3x4 3x6 3x4 3x6 1.5x4 3x6 3x4 3x4 3x8 1-11-14 1-11-14 2-1-6 0-1-8 14-8-10 12-7-4 19-2-6 4-5-12 1-8-14 2-6-0 1-7-0 2-0-0 0-10-12 1-8-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.34 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.02 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 87 lb FT = 0%F, 0%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)16=0-5-8, 11=Mechanical, 12=0-5-8 Max Uplift 11=-231(LC 3) Max Grav 16=816(LC 3), 11=152(LC 5), 12=1335(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1102/0, 4-5=-1102/0, 5-6=-997/0, 6-7=-997/0, 7-8=0/1051, 8-9=0/1049 BOT CHORD 15-16=0/843, 14-15=0/1102, 13-14=0/1102, 12-13=0/327, 11-12=-503/58 WEBS 2-16=-335/0, 3-16=-953/0, 3-15=0/403, 7-12=-1376/0, 7-13=0/767, 5-13=-312/0, 9-11=-66/571, 9-12=-793/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 11. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F05 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837128 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:35 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-KBNAikR0KgVzEZDbV6rTWvO9ndxogL6_1VbioAz2kq_ Scale = 1:42.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP 2x4 3x4 2x4 3x6 FP 3x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x4 1.5x4 3x8 3x4 3x4 3x4 3x4 3x4 3x6 1.5x4 3x6 3x8 3x4 4-5-4 4-5-4 4-6-12 0-1-8 8-8-0 4-1-4 8-9-8 0-1-8 9-9-8 1-0-0 10-9-8 1-0-0 17-0-12 6-3-4 17-2-4 0-1-8 19-3-8 2-1-4 20-3-8 1-0-0 21-3-8 1-0-0 21-5-0 0-1-8 25-6-4 4-1-4 2-6-0 1-9-12 1-5-12 2-0-0 0-10-12 1-11-12 2-0-0 1-5-12 1-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.70 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.03 (loc) 15-16 15-16 15 l/defl >757 >505 n/a L/d 480 360 n/a PLATES MT20 Weight: 111 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 15=0-2-12, 24=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24 Max Grav All reactions 250 lb or less at joint(s) except 15=481(LC 5), 23=1023(LC 14), 24=263(LC 12), 19=1181(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-74/404, 3-4=-73/407, 4-6=-1295/0, 6-7=-1295/0, 7-8=-1403/0, 8-9=-1403/0, 9-10=-131/407, 10-11=-132/405, 11-12=-722/45, 12-13=-722/45 BOT CHORD 23-24=-112/258, 22-23=0/851, 21-22=0/1295, 20-21=0/1295, 19-20=0/941, 17-19=-45/722, 16-17=-45/722, 15-16=0/660 WEBS 6-22=-300/0, 2-24=-293/127, 2-23=-460/0, 4-23=-1178/0, 4-22=0/595, 9-19=-1197/0, 9-20=0/587, 8-20=-272/0, 11-19=-844/0, 13-15=-749/0 NOTES-(8) 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 at joint(s) 15. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F06 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837129 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-oNwYv4Se5zdqrjon3pMi36wM21MOPoT7G9LFKdz2kpz Scale = 1:42.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP 2x4 3x4 2x4 3x6 FP 3x4 1.5x4 3x4 1.5x4 1.5x4 3x4 3x4 1.5x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 4x5 1.5x4 4x6 3x4 4-5-4 4-5-4 4-6-12 0-1-8 8-8-0 4-1-4 8-9-8 0-1-8 9-9-8 1-0-0 10-9-8 1-0-0 10-11-0 0-1-8 15-0-12 4-1-12 19-3-8 4-2-12 20-3-8 1-0-0 21-3-8 1-0-0 21-5-0 0-1-8 25-6-4 4-1-4 2-6-0 1-9-12 1-5-12 2-0-0 1-6-4 1-4-4 2-0-0 1-5-12 1-6-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.02 (loc) 15-16 15-16 15 l/defl >999 >918 n/a L/d 480 360 n/a PLATES MT20 Weight: 110 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 15=0-2-12, 24=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24 Max Grav All reactions 250 lb or less at joint(s) 24 except 15=531(LC 5), 23=1000(LC 11), 20=1217(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/601, 3-4=0/603, 4-6=-791/0, 6-7=-791/0, 7-8=-791/0, 8-9=0/619, 9-10=-309/139, 10-11=-309/139, 11-12=-911/0, 12-13=-911/0 BOT CHORD 22-23=-31/521, 21-22=0/791, 20-21=-68/603, 19-20=-619/0, 17-19=0/911, 16-17=0/911, 15-16=0/757 WEBS 9-20=-752/0, 2-24=-156/257, 2-23=-566/0, 4-23=-948/0, 4-22=0/362, 8-20=-929/0, 8-21=0/330, 11-19=-789/0, 9-19=0/803, 13-15=-859/0 NOTES-(8) 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 at joint(s) 15. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F07 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837130 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:36 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-oNwYv4Se5zdqrjon3pMi36wN91MkPoR7G9LFKdz2kpz Scale = 1:26.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 1.5x4 1.5x4 1.5x4 3x4 3x4 1.5x4 3x6 3x4 3x4 1.5x4 4x5 4x6 3x4 3x4 4-5-4 4-5-4 4-6-12 0-1-8 8-9-8 4-2-12 9-9-8 1-0-0 10-9-8 1-0-0 10-11-0 0-1-8 15-3-8 4-4-8 2-6-0 1-9-12 1-4-4 2-0-0 1-9-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.40 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 0.02 (loc) 9-10 9-10 9 l/defl >999 >989 n/a L/d 480 360 n/a PLATES MT20 Weight: 67 lb FT = 0%F, 0%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=0-5-8, 14=Mechanical, 9=0-5-8 Max Uplift 14=-15(LC 4) Max Grav 13=1002(LC 7), 14=291(LC 8), 9=552(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-168/523, 3-4=-439/0, 4-5=-439/0, 5-6=-985/0, 6-7=-985/0 BOT CHORD 13-14=-101/316, 12-13=-523/168, 11-12=0/985, 10-11=0/985, 9-10=0/794 WEBS 3-13=-673/0, 2-14=-358/114, 2-13=-546/0, 5-12=-721/0, 3-12=0/809, 7-9=-901/0, 7-10=0/255 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F10 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837131 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:37 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-HZUw7QTGsHlhTtN_dXtxbKTY5Qjm8A6GVp4ps3z2kpy Scale = 1:42.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 224344 5x6 3x6 FP 5x6 3x4 3x6 FP 4x5 5x6 5x6 4x4 4x4 4x4 4x4 4x4 4x6 8-9-8 8-9-8 9-9-8 1-0-0 10-9-8 1-0-0 19-3-8 8-6-0 20-3-8 1-0-0 21-3-8 1-0-0 25-6-4 4-2-121-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [40:0-1-8,Edge], [41:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.35 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 25-6-4. (lb) - Max Horz 42=-232(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 41 except 42=-1522(LC 6), 22=-1106(LC 7), 40=-1439(LC 7), 25=-1011(LC 6), 24=-160(LC 7), 23=-234(LC 6) Max Grav All reactions 250 lb or less at joint(s) 41, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 except 42=1550(LC 5), 22=1139(LC 4), 40=1511(LC 4), 25=1083(LC 5), 24=262(LC 2), 23=316(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-42=-1545/1527, 21-22=-1134/1112, 1-2=-1388/1386, 2-3=-2554/2556, 3-4=-2247/2219, 4-5=-1941/1943, 5-7=-1634/1636, 7-8=-1327/1330, 8-9=-1021/1023, 9-10=-714/716, 10-11=-407/410, 12-13=-511/513, 13-14=-818/820, 14-15=-1124/1126, 15-16=-1431/1433, 16-17=-1738/1740, 17-18=-2044/2046, 18-19=-2320/2353, 19-20=-1643/1643, 20-21=-1108/1103 BOT CHORD 41-42=-2097/2097, 40-41=-1659/1661, 24-25=-787/787, 23-24=-1612/1617, 22-23=-2048/2048 WEBS 2-41=-1496/1454, 19-24=-1066/1027, 20-23=-883/838, 1-41=-2085/2088, 2-40=-2060/2054, 21-23=-1594/1600, 20-24=-1192/1185, 19-25=-1460/1457 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41 except (jt=lb) 42=1522, 22=1106, 40=1439, 25=1011, 24=160, 23=234. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 23-6-4 to 25-6-4 for 1467.5 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F11 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837132 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:38 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-ll2IKmTucbtY51yAAEOA8X0jBq2CtjpQjTqMOVz2kpx Scale = 1:18.1 1 2 3 4 5 6 10 9 8 7 1.5x4 1.5x4 3x4 1.5x4 3x4 1.5x4 3x4 3x4 3x4 3x4 4-3-12 4-3-12 4-5-4 0-1-8 5-5-4 1-0-0 6-5-4 1-0-0 6-6-12 0-1-8 10-8-0 4-1-4 2-6-0 1-8-4 2-0-0 1-5-12 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.40 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.02 (loc) 9-10 9-10 7 l/defl >999 >934 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-4, 7=0-2-12 Max Grav 10=580(LC 1), 7=580(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1091/0, 3-4=-1091/0, 4-5=-1091/0 BOT CHORD 9-10=0/846, 8-9=0/1091, 7-8=0/848 WEBS 2-10=-961/0, 2-9=0/421, 5-7=-963/0, 5-8=0/439 NOTES-(5) 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) 7. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F12 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13837133 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:39 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-DycgY6UWNu?PiBXMkyvPglYzNETCcByZy7Zvwxz2kpw Scale = 1:16.4 1 2 3 4 5 8 7 6 1.5x4 1.5x4 2x4 4x12 4x4 3x4 3x4 4x4 Special 4-9-12 4-9-12 8-10-12 4-1-0 2-2-4 2-0-6 1-9-14 1-8-0 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 89 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 3-7: 2x8 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-4, 6=0-5-8 Max Grav 8=656(LC 1), 6=690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1530/0, 3-4=-1530/0 BOT CHORD 7-8=0/1056, 6-7=0/912 WEBS 2-8=-1172/0, 2-7=-62/526, 4-7=0/699, 4-6=-1074/0 NOTES-(7) 1) 2-ply truss to be connected together with 10d (0.131"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: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 399 lb down and 251 lb up at 4-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 6-8=-10, 1-5=-100 Concentrated Loads (lb) Vert: 7=-399(B) June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F13 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13837134 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-WIXK0VZvk2tQ2GZiewX2SDLAK3splNYbZjmng1z2kpp Scale = 1:11.8 1 2 3 4 8 7 6 59 2x4 2x4 4x4 3x4 4x4 4x4 4x10 1.5x4 JUS44 Special 2-7-2 2-7-2 5-1-8 2-6-6 6-3-8 1-2-0 2-1-14 0-7-12 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 3-6: 2x6 DF SS 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)8=4-2-15, 5=Mechanical, 7=4-2-15 Max Uplift 8=-4(LC 4), 5=-241(LC 9) Max Grav 8=135(LC 9), 5=409(LC 4), 7=544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-328/220, 2-3=-278/202, 3-4=-278/202 WEBS 2-7=-416/0, 4-6=-301/414, 2-6=-221/297 NOTES-(12) 1) n/a 2) 2-ply truss to be connected together with 10d (0.131"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, 2x6 - 2 rows staggered at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=241. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Use USP JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent at 4-7-12 from the left end to connect truss(es) to front face of bottom chord , skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 217 lb up at 5-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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=-10, 1-4=-100 Concentrated Loads (lb) Vert: 6=-224(F) 9=-142(F) June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F14 Truss Type FLOOR GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837135 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:46 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-WIXK0VZvk2tQ2GZiewX2SDL4C3ozlKRbZjmng1z2kpp Scale = 1:12.5 1 2 3 4 7 6 5 3x6 3x6 6x6 3x4 3x4 4x6 3x6 2-2-8 2-2-8 6-8-2 4-5-10 1-11-8 1-8-10 2-6-0 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.28 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.04 0.00 (loc) 6 5-6 5 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 0%F, 0%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 6-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-5-4, 5=0-2-6, 6=0-5-8 Max Uplift 7=-86(LC 4) Max Grav 7=352(LC 3), 5=803(LC 4), 6=1684(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-365/0, 4-5=-433/0, 2-3=0/265 BOT CHORD 6-7=-265/0, 5-6=0/700 WEBS 2-6=-1001/0, 2-7=0/311, 3-5=-787/0, 3-6=-1185/0 NOTES-(7) 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) 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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: 5-7=-10, 1-4=-400 June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F15 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837136 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:47 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-_U5iDraXVM?GgQ8vCd3H?RuH?SAJUqgloMVLCUz2kpo Scale = 1:18.6 1 2 3 4 5 6 7 8 9 19 18 17 16 1514 13 12 11 10 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 1-4-0 1-4-0 2-8-0 1-4-0 5-5-4 2-9-4 6-8-0 1-2-12 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 10-11-12 0-3-12 2-3-4 1-3-0 0-2-0 1-2-4 0-2-0 1-2-4 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge], [18:0-1-8,Edge], [20:0-4-0,0-0-4], [25:0-1-5,0-1-0], [28:0-0-2,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.15 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 64 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-8-0 except (jt=length) 19=0-5-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 13, 14, 15, 12, 11 except 19=260(LC 1), 16=448(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 18-19=0/255 WEBS 2-19=-295/0, 4-16=-385/0, 8-13=-287/0 NOTES-(5) 1) Gable studs spaced at 1-4-0 oc. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F16 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837137 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-Shf4QBb9Gf77IZj5mLaWYeQTMsWcDHpu10Fulwz2kpn Scale = 1:11.5 1 2 3 4 5 9 8 7 6 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 5-3-12 5-3-12 1-0-14 0-2-0 2-6-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 27 lb FT = 0%F, 0%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 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-5-4 Max Grav 6=285(LC 1), 9=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=0/310 WEBS 4-6=-352/0, 2-9=-324/0 NOTES-(5) 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 Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F17 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837138 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-Shf4QBb9Gf77IZj5mLaWYeQVbsXkDFHu10Fulwz2kpn Scale = 1:11.5 1 2 3 4 5 10 9 8 7 61112 3x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 5-3-12 5-3-121-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:Edge,0-0-12], [7:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.07 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-3-12. (lb) - Max Horz 10=-9(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 10=-639(LC 6), 6=-641(LC 7), 9=-615(LC 7), 7=-617(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8 except 10=662(LC 5), 6=664(LC 4), 9=694(LC 4), 7=696(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-657/644, 5-6=-659/646, 1-2=-570/573, 2-3=-307/310, 3-4=-304/307, 4-5=-563/566 BOT CHORD 9-10=-398/398, 6-7=-382/382 WEBS 1-9=-887/883, 5-7=-883/880 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 639 lb uplift at joint 10, 641 lb uplift at joint 6, 615 lb uplift at joint 9 and 617 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 3-3-12 to 5-3-12 for 305.5 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F18 Truss Type Floor Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837139 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-wtDSeWco1zG_vjIHK25l4szUFGuIylW1Fg_RHMz2kpm Scale = 1:10.312 4 3 5 1.5x4 3x4 1.5x4 3x4 MSH422 2-7-10 2-7-10 2-4-10 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.88 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 14 lb FT = 0%F, 0%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 2-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-4, 3=0-1-14 Max Grav 4=220(LC 1), 3=241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) Use USP MSH422 (With 10d nails into Girder & 6-10d nails into Truss) or equivalent at 1-5-8 from the left end to connect truss(es) to back face of top chord. 5) Fill all nail holes where hanger is in contact with lumber. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 3-4=-10, 1-2=-100 Concentrated Loads (lb) Vert: 5=-185(B) June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F19 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837140 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-sGKD3Cd2ZaWi91SgRT7D9H2yN4XqQcUKj_TYLFz2kpk Scale = 1:44.3 1 2 3 4 5 6 7 8 9 10 11 12 13 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 32 58 59 2x4 2x4 3x6 FP 3x4 3x4 3x6 3x4 3x4 3x10 3x6 3x4 3x4 3x6 3x4 3x6 3x4 3x6 3x6 3x8 3x8 3x4 3x6 FP 3x6 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 7-2-8 0-6-8 8-0-0 0-9-8 8-2-8 0-2-8 9-2-8 1-0-0 9-4-0 0-1-8 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 19-4-12 0-8-12 20-0-0 0-7-4 22-8-0 2-8-0 24-0-0 1-4-0 25-4-0 1-4-0 26-6-4 1-2-4 2-6-0 1-10-0 2-0-0 2-3-12 1-7-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [2:0-5-0,0-0-10], [5:0-1-8,Edge], [13:0-1-8,Edge], [23:0-1-8,Edge], [27:0-0-8,0-0-8], [33:0-4-0,0-0-5], [35:0-4-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.24 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.08 0.01 (loc) 14-15 14-15 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 137 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 30-31,22-23,21-22,20-21. REACTIONS.All bearings 19-6-4 except (jt=length) 14=0-5-8. (lb) - Max Horz 31=-9(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 31, 30, 29, 28, 26, 24, 22, 21, 19, 18 except 23=355(LC 8), 17=744(LC 1), 27=435(LC 8), 20=552(LC 8), 14=334(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=0/255, 10-11=-252/0, 11-12=-252/0 BOT CHORD 15-17=-255/0, 14-15=-12/409 WEBS 10-17=-573/0, 2-31=-258/10, 2-27=-366/0, 9-17=-360/0, 9-20=-292/54, 8-20=-258/0, 7-20=-288/0, 12-14=-456/0, 10-15=0/588 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a total drag load of 230 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 24-6-4 to 26-6-4 for 57.5 plf. 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F20 Truss Type Floor Qty 8 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837141 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-KSubGYegJueZmB1s?BeSiUb0mTie9xsUyeD6uhz2kpj Scale = 1:44.3 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x6 FP 2x4 2x4 3x6 FP 1.5x4 3x4 3x4 1.5x4 3x8 3x6 3x6 3x8 1.5x4 4x10 4x10 1.5x4 3x4 3x6 3x6 4x8 1.5x4 4x6 7-2-8 7-2-8 8-2-8 1-0-0 9-2-8 1-0-0 9-4-0 0-1-8 19-3-8 9-11-8 26-6-4 7-2-12 2-6-0 1-10-0 2-0-0 2-2-8 1-8-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [13:0-1-8,Edge], [17:0-3-0,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.84 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.33 0.05 (loc) 18-19 18-19 17 l/defl >950 >693 n/a L/d 480 360 n/a PLATES MT20 Weight: 114 lb FT = 0%F, 0%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)17=0-5-8, 22=0-5-4, 14=0-5-8 Max Uplift 14=-368(LC 3) Max Grav 17=2118(LC 1), 22=883(LC 3), 14=233(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2278/0, 3-5=-2278/0, 5-6=-2551/0, 6-7=-2551/0, 7-8=-1177/0, 8-9=-1177/0, 9-10=0/2464, 10-11=0/1657, 11-12=0/1657 BOT CHORD 21-22=0/1415, 20-21=0/2551, 19-20=0/2551, 18-19=0/2119, 17-18=-562/0, 15-17=-2464/0, 14-15=-778/216 WEBS 10-17=-1002/0, 2-22=-1606/0, 2-21=0/979, 3-21=-268/17, 5-21=-527/1, 9-17=-2325/0, 9-18=0/1732, 8-18=-258/0, 7-18=-1080/0, 7-19=0/664, 12-14=-238/879, 12-15=-1108/0, 10-15=0/1309 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F21 Truss Type FLOOR Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837142 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-peSzUufI4BmQOLc2Zu9hFi8Crt4DuQAdAIyfQ7z2kpi Scale = 1:32.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 5x6 2x4 5x6 2x4 3x6 3x4 3x6 1.5x4 3x10 6x8 1.5x4 3x10 6x8 1.5x4 3x4 7-2-8 7-2-8 8-2-8 1-0-0 9-2-8 1-0-0 19-2-8 10-0-0 2-6-0 1-10-0 2-0-0 2-1-8 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.76 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.42 0.04 (loc) 11-12 11-12 10 l/defl >770 >552 n/a L/d 480 360 n/a PLATES MT20 Weight: 101 lb FT = 0%F, 0%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 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-5-4, 10=Mechanical Max Grav 15=1050(LC 1), 10=1050(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2992/0, 3-4=-2992/0, 4-5=-3711/0, 5-6=-3711/0, 6-7=-3046/0, 7-8=-3046/0 BOT CHORD 14-15=0/1793, 13-14=0/3711, 12-13=0/3711, 11-12=0/3650, 10-11=0/1810 WEBS 4-13=-66/366, 2-15=-2015/0, 2-14=0/1347, 4-14=-1070/0, 8-10=-2033/0, 8-11=0/1389, 6-11=-679/0, 6-12=-194/448 NOTES-(5) 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 Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F22 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837143 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-Hq0LhEgwrVuH0UAF6bhwnvgTTHXwduPnPyiCyaz2kph Scale = 1:31.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 173233 4x4 4x5 4x4 2x4 4x4 4x4 4x4 4x4 4x4 4x4 4x5 19-0-0 19-0-01-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [14:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-12,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [29:0-1-8,Edge], [30:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.28 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-0-0. (lb) - Max Horz 31=-256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 30, 18 except 31=-1185(LC 6), 17=-1061(LC 7), 29=-1112(LC 7), 19=-970(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 28, 27, 26, 25, 24, 23, 22, 21, 20, 18 except 31=1213(LC 5), 17=1099(LC 4), 29=1185(LC 4), 19=1042(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-1208/1190, 1-2=-1076/1074, 2-3=-1924/1927, 3-4=-1618/1590, 4-5=-1311/1314, 5-6=-1004/1007, 6-7=-698/700, 7-8=-391/394, 9-10=-527/529, 10-11=-834/836, 11-12=-1140/1143, 12-13=-1447/1449, 13-14=-1753/1756, 14-15=-1087/1086 BOT CHORD 30-31=-1644/1644, 29-30=-1267/1269, 18-19=-820/821, 17-18=-1497/1502 WEBS 2-30=-1169/1127, 14-18=-1026/986, 15-17=-1101/1067, 1-30=-1626/1629, 2-29=-1603/1597, 15-18=-1501/1497, 14-19=-1404/1398 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 18 except (jt=lb) 31=1185, 17=1061, 29=1112, 19=970. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 17-0-0 to 19-0-0 for 1092.5 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F23 Truss Type Floor Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837144 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-Hq0LhEgwrVuH0UAF6bhwnvgSTHXBdzXnPyiCyaz2kph Scale = 1:13.0 1 2 3 4 8 7 6 5 9 1.5x4 3x6 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 6-11-12 6-11-12 2-6-0 1-4-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 32 lb FT = 0%F, 0%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)5=0-3-8, 8=Mechanical Max Grav 5=367(LC 1), 8=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/0 BOT CHORD 7-8=0/481, 6-7=0/481, 5-6=0/481 WEBS 3-5=-534/0, 2-8=-542/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss F24 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13837145 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-l1akuagYcp08delRgJC9K7DgKhwyMO1wecRmU0z2kpg Scale = 1:13.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 4x6 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 4x5 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 6-11-12 0-3-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-2-0,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.10 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-11-12. (lb) - Max Horz 12=-28(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 12=-759(LC 6), 7=-762(LC 7), 11=-735(LC 7), 8=-738(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 9 except 12=783(LC 5), 7=790(LC 4), 11=813(LC 4), 8=822(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-778/764, 6-7=-784/768, 1-2=-682/683, 2-3=-419/420, 4-5=-500/501, 5-6=-789/790 BOT CHORD 11-12=-538/538, 7-8=-550/551 WEBS 1-11=-1050/1048, 6-8=-1105/1102 NOTES-(11) 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) 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 759 lb uplift at joint 12, 762 lb uplift at joint 7, 735 lb uplift at joint 11 and 738 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 4-11-12 to 6-11-12 for 401.4 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) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. June 26,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1090622F Truss T01 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13837146 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jun 25 12:29:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:kg11YlQVieyg45c1oWaiUNz4R71-DD866whBN68?FoKdE0jOsKllI5505kf3sGBJ1Sz2kpf Scale = 1:44.6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 24 23 22 21 20 19 18 17 164x5 3x6 3x4 1.5x4 4x10 3x6 3x4 1.5x4 3x4 1.5x4 4x10 1.5x4 3x8 1.5x4 6x12 1.5x4 1.5x4 5x10 3x4 3x4 1.5x4 3x8 3x4 3x4 2-9-8 2-9-8 5-0-14 2-3-6 9-8-12 4-7-14 19-2-0 9-5-4 22-2-12 3-0-12 26-8-8 4-5-12 1-11-14 2-2-3 2-0-7 1-10-12 1-10-12 2-0-0 1-4-10 2-0-4 2-0-4 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-1-10,Edge], [2:0-6-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.81 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.15 0.03 (loc) 23 23 22 l/defl >999 >760 n/a L/d 480 360 n/a PLATES MT20 Weight: 204 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 4-23: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 16=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 16=-214(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16 except 1=2263(LC 5), 22=4288(LC 3), 17=1182(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8015/0, 3-4=-8015/0, 4-5=0/3193, 5-6=0/3193, 6-7=-477/1310, 7-8=-477/1310, 8-9=-477/1310, 9-11=-246/377, 11-12=-246/377, 12-13=0/947, 13-14=0/947, 1-2=-5151/0 BOT CHORD 1-24=0/4638, 23-24=0/4649, 22-23=0/2670, 21-22=-2231/0, 20-21=-1310/477, 19-20=-676/518, 17-19=-341/0, 16-17=-439/214 WEBS 7-21=-614/0, 8-20=-26/349, 5-22=-399/0, 2-23=0/3757, 4-23=0/6140, 4-22=-6336/0, 6-22=-1411/0, 6-21=0/1549, 9-20=-807/0, 9-19=-351/381, 12-19=-251/646, 12-17=-868/210, 14-17=-773/0, 14-16=-219/504 NOTES-(9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 16. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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: 1-16=-10, 2-15=-100, 1-2=-100 Concentrated Loads (lb) Vert: 23=-4500 June 26,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS