Loading...
Floor Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1127176F The Truss Company (Sumner). August 20, 2024.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell August 3,2023 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 I14840039I14840011 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 J1127176F Truss BL1 Truss Type FLOOR BLOCKING Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840011 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:13 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-1OVSJQ6gAV_kg6TmoDvPXRPdNYiNm97Tk?xS89yrZwi Scale = 1:10.4 4-6 1-6 2-5 1-3 1-5 1 2 3 6 5 4 1.5x4 3x4 3x4 1.5x4 0-0-8 0-0-2 1-8-6 1-8-6 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.07 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 3 3 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=1-8-8, 5=1-8-8 Max Horz 6=36(LC 4) Max Uplift 6=-464(LC 6), 5=-462(LC 7) Max Grav 6=504(LC 5), 5=507(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-496/472, 1-2=-482/482 BOT CHORD 5-6=-446/446 WEBS 1-5=-720/720 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 464 lb uplift at joint 6 and 462 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 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 350.0 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. August 3,2023 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 J1127176F Truss BL2 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840012 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:14 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-Va3qWm7Ixp6bIF2yMxQe4fyonx3mVcYdzfh0hbyrZwh Scale = 1:10.4 4-6 1-6 2-5 1-3 1-5 1 2 3 6 5 4 1.5x4 3x4 3x4 1.5x4 0-0-8 0-0-2 1-6-3 1-6-3 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.06 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 3 3 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=1-6-5, 5=1-6-5 Max Horz 6=36(LC 4) Max Uplift 6=-466(LC 6), 5=-464(LC 7) Max Grav 6=501(LC 5), 5=505(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-495/473, 1-2=-425/425 BOT CHORD 5-6=-388/388 WEBS 1-5=-674/674 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 466 lb uplift at joint 6 and 464 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 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-3 for 350.0 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. August 3,2023 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 J1127176F Truss BL3 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840013 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:14 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-Va3qWm7Ixp6bIF2yMxQe4fyoVx2iVcTdzfh0hbyrZwh Scale = 1:10.4 4-6 1-6 2-5 1-3 1-5 1 2 3 6 5 4 1.5x4 3x4 3x4 1.5x4 0-0-8 1-7-3 1-7-3 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.07 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 3 3 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=1-7-3, 5=1-7-3 Max Horz 6=36(LC 4) Max Uplift 6=-466(LC 6), 5=-463(LC 7) Max Grav 6=503(LC 5), 5=506(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-495/473, 1-2=-451/451 BOT CHORD 5-6=-415/415 WEBS 1-5=-695/695 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 466 lb uplift at joint 6 and 463 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 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-7-3 for 350.0 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. August 3,2023 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 J1127176F Truss BL4 Truss Type FLOOR BLOCKING Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840014 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:15 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-zndDk68wi6ESwPd8veytdsU_dLP?E3nmBJQZD1yrZwg Scale = 1:10.4 4-5 1-5 2-4 1-3 1-4 1 2 5 4 3 2x4 3x4 3x4 1.5x4 0-0-8 0-0-2 1-3-9 1-3-9 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.06 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-3-11, 4=1-3-11, 3=1-3-11 Max Horz 5=-36(LC 4) Max Uplift 5=-513(LC 6), 4=-488(LC 7), 3=-76(LC 1) Max Grav 5=540(LC 5), 4=548(LC 4), 3=3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-534/519, 1-2=-392/392 BOT CHORD 4-5=-392/392 WEBS 1-4=-680/680 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 513 lb uplift at joint 5, 488 lb uplift at joint 4 and 76 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 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-9 for 350.0 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. August 3,2023 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 J1127176F Truss F1 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840015 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:17 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-v9lz9o9AEkU99jnX13_LiHaK_95Fi?M3fdvgHwyrZwe Scale = 1:35.6 30-36 1-36 18-19 12-18 2-35 3-34 4-33 5-32 6-31 7-29 8-28 9-27 10-26 11-25 13-24 14-23 15-22 16-21 17-20 1-12 19-30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 3x6 FP 2x4 2x4 2x4 3x6 FP 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-3-3 1-3-3 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [18:0-1-8,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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-3-3. (lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 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 J1127176F Truss F2 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840016 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:27 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-d5LlFCHStollMFYSc99h6O_uWBOP2RNXyAKCeLyrZwU Scale = 1:35.6 17-19 1-19 11-12 7-11 4-16 6-16 10-12 1-7 12-17 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 FP 2x4 3x4 2x4 3x6 FP 1.5x4 3x4 1.5x4 3x4 3x6 1.5x4 3x6 3x4 3x6 1.5x4 3x6 3x8 1.5x4 4x5 10-3-8 10-3-8 17-3-11 7-0-3 18-1-11 0-10-0 18-11-11 0-10-0 21-3-3 2-3-8 2-6-0 2-5-12 1-8-7 1-8-0 2-0-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [9:0-1-8,Edge], [10:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.47 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.12 0.01 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 16=0-5-8, 19=Mechanical Max Grav 12=446(LC 4), 16=1539(LC 7), 19=984(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-602/0, 2-3=-807/300, 3-4=-807/300, 4-5=0/1461, 5-6=0/1461, 6-8=-469/22, 8-9=-469/22, 9-10=-617/0 BOT CHORD 18-19=-96/674, 16-18=-706/380, 15-16=-618/0, 14-15=0/617, 13-14=0/617, 12-13=0/617 WEBS 2-19=-765/109, 4-18=0/751, 4-16=-1298/0, 9-15=-285/0, 8-15=-304/0, 6-15=0/986, 6-16=-1077/0, 10-12=-730/0 NOTES-(7) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 1=-500 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 1=-500 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-100, 5-11=-20 Concentrated Loads (lb) Vert: 1=-500 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-20, 5-11=-100 Concentrated Loads (lb) Vert: 1=-500 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-100, 5-11=-20 Continued on page 2 August 3,2023 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 J1127176F Truss F2 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840016 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:27 2023 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-d5LlFCHStollMFYSc99h6O_uWBOP2RNXyAKCeLyrZwU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-500 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-20, 5-11=-100 Concentrated Loads (lb) Vert: 1=-500 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-10=-100, 10-11=-20 Concentrated Loads (lb) Vert: 1=-500 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-100, 5-9=-20, 9-11=-100 Concentrated Loads (lb) Vert: 1=-500 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-10=-100, 10-11=-20 Concentrated Loads (lb) Vert: 1=-500 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-5=-100, 5-9=-20, 9-11=-100 Concentrated Loads (lb) Vert: 1=-500 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 J1127176F Truss F3 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840017 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:37 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-K0yXLdPjWt0KZoJNCGL1WVPZeDiUOu90Fklk?myrZwK Scale = 1:35.6 18-21 1-21 12-13 8-12 4-20 5-19 11-13 1-8 13-18 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 FP 2x4 3x6 2x4 3x6 FP 1.5x4 3x4 1.5x4 3x4 4x4 4x4 4x4 3x6 5x6 1.5x4 3x6 1.5x4 3x6 1.5x4 4x10 4x8 6-3-8 6-3-8 21-3-3 14-11-11 2-6-0 0-11-12 0-6-15 1-8-0 2-0-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [19:0-1-8,Edge], [21:Edge,0-1-8] 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 0.86 0.94 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.34 -0.01 (loc) 15-16 15-16 19 l/defl >697 >521 n/a L/d 480 360 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 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 2-2-0 oc bracing. REACTIONS. (size)13=Mechanical, 19=0-5-8, 21=Mechanical Max Uplift 21=-425(LC 4) Max Grav 13=604(LC 4), 19=1921(LC 7), 21=186(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1841, 3-4=0/1841, 4-5=0/2448, 5-6=0/411, 6-7=0/411, 7-9=-1247/0, 9-10=-1247/0, 10-11=-968/0 BOT CHORD 20-21=-866/121, 19-20=-2448/0, 17-19=-1953/0, 16-17=0/693, 15-16=0/968, 14-15=0/968, 13-14=0/968 WEBS 4-19=-850/0, 2-21=-138/983, 2-20=-1305/0, 4-20=0/1119, 10-16=-47/331, 9-16=-343/0, 7-16=0/639, 7-17=-1132/0, 6-17=-265/0, 5-17=0/1766, 5-19=-1179/0, 11-13=-1147/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=425. 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. August 3,2023 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 J1127176F Truss F4 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840018 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:38 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-oCWvZzQLHA8BAxtZmzsG2jxtydCL7UI9UOVHXCyrZwJ Scale = 1:35.6 18-20 1-20 11-12 7-11 2-20 6-152-19 6-164-19 10-129-15 1-7 12-18 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 FP 2x4 2x4 3x6 FP 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-10-12 14-10-12 21-3-3 6-4-7 2-6-0 1-10-0 1-11-10 2-0-0 1-11-10 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [16:0-1-8,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 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.07 0.01 (loc) 13 19-20 12 l/defl >999 >931 n/a L/d 480 360 n/a PLATES MT20 Weight: 88 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19,16-17. REACTIONS.All bearings 15-0-4 except (jt=length) 12=Mechanical. (lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 17 except 12=348(LC 10), 15=651(LC 9), 19=500(LC 10), 16=460(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-380/0 BOT CHORD 15-16=0/318, 14-15=0/380, 13-14=0/380, 12-13=0/380 WEBS 2-20=-254/0, 6-15=-315/0, 2-19=-351/0, 6-16=-416/0, 3-19=-261/0, 10-12=-454/0, 9-15=-431/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 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. August 3,2023 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 J1127176F Truss F5 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840019 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:40 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-kbef_fRbpoOvQF1ytOuk7816fQoibIDSxi_Oc5yrZwH Scale = 1:40.4 22-24 1-24 13-14 8-13 1-23 3-23 3-21 5-21 9-179-186-18 11-17 12-14 1-8 14-22 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x6 FP 3x4 3x4 2x4 3x6 FP 1.5x4 3x4 1.5x4 3x4 1.5x4 3x4 1.5x4 3x4 3x8 3x4 3x6 1.5x4 3x8 3x8 1.5x4 3x6 3x6 1.5x4 2-10-8 2-10-8 9-2-12 6-4-4 10-2-12 1-0-0 11-2-12 1-0-0 17-6-0 6-3-4 20-1-3 2-7-3 20-11-3 0-10-0 21-9-3 0-10-0 24-0-11 2-3-8 2-7-8 2-6-0 0-11-12 2-0-0 0-11-8 2-4-15 1-8-0 2-0-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.58 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.13 0.02 (loc) 19 19 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 105 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 23=0-5-8, 17=0-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 24=506(LC 5), 14=314(LC 5), 23=1509(LC 14), 17=1229(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-500/0, 1-2=0/955, 2-3=0/954, 3-4=-1230/0, 4-5=-1230/0, 5-6=-1450/0, 6-7=-1426/0, 7-9=-1426/0, 9-10=0/573, 10-11=0/573, 11-12=-322/92 BOT CHORD 21-23=0/413, 20-21=0/1450, 19-20=0/1450, 18-19=0/1450, 17-18=0/826, 16-17=-92/322, 15-16=-92/322, 14-15=-92/322 WEBS 2-23=-316/0, 1-23=-1063/0, 3-23=-1520/0, 3-21=0/928, 5-21=-427/0, 9-17=-1304/0, 9-18=0/740, 6-18=-274/63, 11-17=-726/0, 12-14=-381/109 NOTES-(7) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 1=-500 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 1=-500 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-13=-100 Concentrated Loads (lb) Vert: 1=-500 Continued on page 2 August 3,2023 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 J1127176F Truss F5 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840019 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:40 2023 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-kbef_fRbpoOvQF1ytOuk7816fQoibIDSxi_Oc5yrZwH LOAD CASE(S) Standard 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-13=-100 Concentrated Loads (lb) Vert: 1=-500 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 11) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-6=-100, 6-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 12) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-5=-20, 5-13=-100 Concentrated Loads (lb) Vert: 1=-500 13) 3rd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-12=-100, 12-13=-20 Concentrated Loads (lb) Vert: 1=-500 14) 4th chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-11=-20, 11-13=-100 Concentrated Loads (lb) Vert: 1=-500 15) 5th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-6=-100, 6-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 16) 6th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-5=-20, 5-13=-100 Concentrated Loads (lb) Vert: 1=-500 17) 7th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-12=-100, 12-13=-20 Concentrated Loads (lb) Vert: 1=-500 18) 8th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-11=-20, 11-13=-100 Concentrated Loads (lb) Vert: 1=-500 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 J1127176F Truss F6 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840020 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:41 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-CnC2B?SEa5Wm1Pc8R5PzgLZHPq8xKlTbAMjx8XyrZwG Scale = 1:40.4 22-24 1-24 13-14 8-13 1-23 3-23 3-21 5-21 9-179-186-18 11-17 12-14 1-8 14-22 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x6 FP 3x4 3x4 2x4 3x6 FP 1.5x4 3x4 1.5x4 3x4 1.5x4 3x4 1.5x4 3x4 3x8 3x4 3x6 1.5x4 3x8 3x8 1.5x4 3x6 3x6 1.5x4 2-10-8 2-10-8 9-2-12 6-4-4 10-2-12 1-0-0 11-2-12 1-0-0 17-6-0 6-3-4 20-1-3 2-7-3 20-11-3 0-10-0 21-9-3 0-10-0 24-0-11 2-3-8 2-7-8 2-6-0 0-11-12 2-0-0 0-11-8 2-4-15 1-8-0 2-0-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.58 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.13 0.02 (loc) 19 19 14 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 105 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 23=0-5-8, 17=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 24=506(LC 5), 14=314(LC 5), 23=1509(LC 14), 17=1229(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-500/0, 1-2=0/955, 2-3=0/954, 3-4=-1230/0, 4-5=-1230/0, 5-6=-1450/0, 6-7=-1426/0, 7-9=-1426/0, 9-10=0/573, 10-11=0/573, 11-12=-322/92 BOT CHORD 21-23=0/413, 20-21=0/1450, 19-20=0/1450, 18-19=0/1450, 17-18=0/826, 16-17=-92/322, 15-16=-92/322, 14-15=-92/322 WEBS 2-23=-316/0, 1-23=-1063/0, 3-23=-1520/0, 3-21=0/928, 5-21=-427/0, 9-17=-1304/0, 9-18=0/740, 6-18=-274/63, 11-17=-726/0, 12-14=-381/109 NOTES-(7) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 1=-500 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Vert: 1=-500 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-13=-100 Concentrated Loads (lb) Vert: 1=-500 Continued on page 2 August 3,2023 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 J1127176F Truss F6 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840020 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:41 2023 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-CnC2B?SEa5Wm1Pc8R5PzgLZHPq8xKlTbAMjx8XyrZwG LOAD CASE(S) 5) 3rd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 6) 4th Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 7) 5th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 8) 6th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-13=-100 Concentrated Loads (lb) Vert: 1=-500 9) 7th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 10) 8th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-20, 2-10=-100, 10-13=-20 Concentrated Loads (lb) Vert: 1=-500 11) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-6=-100, 6-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 12) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-5=-20, 5-13=-100 Concentrated Loads (lb) Vert: 1=-500 13) 3rd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-12=-100, 12-13=-20 Concentrated Loads (lb) Vert: 1=-500 14) 4th chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-11=-20, 11-13=-100 Concentrated Loads (lb) Vert: 1=-500 15) 5th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-6=-100, 6-10=-20, 10-13=-100 Concentrated Loads (lb) Vert: 1=-500 16) 6th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-2=-100, 2-5=-20, 5-13=-100 Concentrated Loads (lb) Vert: 1=-500 17) 7th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-12=-100, 12-13=-20 Concentrated Loads (lb) Vert: 1=-500 18) 8th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-10, 1-10=-100, 10-11=-20, 11-13=-100 Concentrated Loads (lb) Vert: 1=-500 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 J1127176F Truss F7 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840021 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:42 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-hzlQOLTsLPecfZBL?pxCDZ6S5EPH3AllP0TVgzyrZwF Scale = 1:29.8 10-16 1-16 9-10 1-9 1-15 5-143-143-15 8-108-116-11 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x6 2x4 1.5x4 3x4 1.5x4 3x4 3x8 3x4 1.5x4 4x8 4x8 3x6 3x6 3x6 1.5x4 2-10-8 2-10-8 9-2-12 6-4-4 10-2-12 1-0-0 11-2-12 1-0-0 17-9-12 6-7-0 2-7-8 0-11-12 2-6-0 2-0-0 1-2-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.90 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.03 (loc) 11-12 11-12 10 l/defl >999 >910 n/a L/d 480 360 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size)16=Mechanical, 15=0-5-8, 10=0-5-8 Max Grav 16=506(LC 3), 15=1550(LC 1), 10=731(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-497/0, 1-2=0/1040, 2-3=0/1033, 3-4=-963/0, 4-5=-963/0, 5-6=-1703/0, 6-7=-1719/0, 7-8=-1719/0 BOT CHORD 14-15=-465/57, 13-14=0/1703, 12-13=0/1703, 11-12=0/1703, 10-11=0/1134 WEBS 2-15=-267/0, 1-15=-1160/0, 5-14=-838/0, 4-14=-282/0, 3-14=0/1375, 3-15=-1101/0, 8-10=-1287/0, 8-11=0/663, 7-11=-261/0 NOTES-(7) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-500 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-500 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-100, 2-9=-20 Concentrated Loads (lb) Vert: 1=-500 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-20, 2-9=-100 Concentrated Loads (lb) Vert: 1=-500 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-100, 2-9=-20 Continued on page 2 August 3,2023 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 J1127176F Truss F7 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840021 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:42 2023 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-hzlQOLTsLPecfZBL?pxCDZ6S5EPH3AllP0TVgzyrZwF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-500 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-20, 2-9=-100 Concentrated Loads (lb) Vert: 1=-500 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-6=-100, 6-9=-20 Concentrated Loads (lb) Vert: 1=-500 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-100, 2-5=-20, 5-9=-100 Concentrated Loads (lb) Vert: 1=-500 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-6=-100, 6-9=-20 Concentrated Loads (lb) Vert: 1=-500 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-10, 1-2=-100, 2-5=-20, 5-9=-100 Concentrated Loads (lb) Vert: 1=-500 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 J1127176F Truss F8G Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I14840022 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:43 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-9AJochUU6jmTHjmXYWSRlmfe1eqfofEudgC2CQyrZwE Scale = 1:34.2 1-12 7-8 2-7 2-13 4-131-2 8-12 2 3 4 5 6 7 1 14 13 12 11 10 9 8 15 3x4 3x6 1.5x4 4x4 5x16 4x8 1.5x4 4x5 3x4 4x4 4x4 4x4 1.5x4 1.5x4 1-11-1 1-11-1 2-6-8 0-7-7 2-6-14 0-0-6 5-6-4 2-11-6 15-10-2 10-3-14 20-5-8 4-7-6 2-6-3 3-3-4 2-0-0 4-2-2 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [2:1-2-0,0-2-4] 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-SH 0.61 0.63 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.20 0.02 (loc) 9-10 9-10 8 l/defl >999 >903 n/a L/d 480 360 n/a PLATES MT20 Weight: 156 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-14: 2x12 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)1=0-3-8, 8=0-5-8, 13=0-5-8 Max Grav 1=603(LC 3), 8=736(LC 4), 13=2026(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-712/0, 2-3=0/731, 3-4=0/731, 4-5=-1519/0, 5-6=-1519/0, 6-7=-2034/0, 1-2=-1081/0 BOT CHORD 1-14=0/925, 13-14=0/916, 11-13=0/1519, 10-11=0/1519, 9-10=0/2034 WEBS 3-13=-900/0, 2-13=-1458/0, 4-13=-2371/0, 6-10=-631/25, 6-9=-413/0, 7-9=0/2006, 4-11=0/340 NOTES-(9) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x12 - 2 rows staggered 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) The Fabrication Tolerance at joint 12 = 9% 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 Except: 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-7=-100, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-7=-100, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-7=-20, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 Continued on page 2 August 3,2023 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 J1127176F Truss F8G Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I14840022 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:43 2023 Page 2 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-9AJochUU6jmTHjmXYWSRlmfe1eqfofEudgC2CQyrZwE LOAD CASE(S) Standard Except: 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-20, 3-15=-220, 3-7=-100, 1-2=-20 Concentrated Loads (lb) Vert: 15=-400 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-7=-20, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-20, 3-15=-220, 3-7=-100, 1-2=-20 Concentrated Loads (lb) Vert: 15=-400 7) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-5=-100, 5-7=-20, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 8) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-4=-20, 4-7=-100, 1-2=-100 Concentrated Loads (lb) Vert: 15=-400 9) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-5=-100, 5-7=-20, 1-2=-100 10) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-10, 2-15=-100, 3-15=-300, 3-4=-20, 4-7=-100, 1-2=-100 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 J1127176F Truss F9 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840023 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:44 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-dMtAp0U6t0uKutLj6EzgI_Br918cX6O1sJyblsyrZwD Scale = 1:25.6 9-14 15-16 8-9 1-8 2-14 2-13 4-13 7-97-105-10 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x6 3x6 3x8 1.5x4 3x6 3x6 3x8 1.5x4 15-2-0 15-2-0 2-6-0 1-1-0 2-0-0 1-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [5:0-1-8,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 0.45 0.71 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.04 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 9=0-5-8 Max Grav 14=820(LC 1), 9=820(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2041/0, 3-4=-2041/0, 4-5=-2194/0, 5-6=-2043/0, 6-7=-2043/0 BOT CHORD 13-14=0/1302, 12-13=0/2194, 11-12=0/2194, 10-11=0/2194, 9-10=0/1301 WEBS 2-14=-1477/0, 2-13=0/839, 4-13=-484/68, 7-9=-1477/0, 7-10=0/841, 5-10=-467/67 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International 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) CAUTION, Do not erect truss backwards. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 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 J1127176F Truss F10 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840024 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:18 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-OMJLM7Ao?1c0ntMjbmVaEV6VhZRVRSaDtHfDqMyrZwd Scale = 1:23.6 13-24 25-26 12-13 1-12 2-23 3-22 4-21 5-20 6-19 7-18 8-17 9-16 10-15 11-14 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-8 1-4-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] 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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) 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) 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. August 3,2023 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 J1127176F Truss F11 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840025 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:18 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-OMJLM7Ao?1c0ntMjbmVaEV6VhZRTRSaDtHfDqMyrZwd Scale = 1:10.3 4-6 1-6 3-4 1-3 2-5 1 2 3 6 5 4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-4-0 1-4-0 2-7-12 1-3-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] 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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-7-12, 4=2-7-12, 5=2-7-12 Max Grav 6=63(LC 1), 4=62(LC 1), 5=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 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 J1127176F Truss F12 Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I14840026 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:20 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-KkQ6npC3Xftk0AV6iBX2KwCo9M2jvGFVLb8KuFyrZwb Scale = 1:28.5 10-14 1-14 9-10 1-9 2-14 2-13 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718192021 1.5x4 3x4 3x8 1.5x4 3x4 1.5x4 3x8 3x4 4x10 4x5 3x4 4x4 1.5x4 6x8 4-0-10 4-0-10 4-1-4 0-0-10 8-3-0 4-1-12 12-5-8 4-2-8 12-6-0 0-0-8 16-9-0 4-3-0 17-3-8 0-6-8 1-9-11 1-9-11 1-11-7 1-11-8 1-11-8 1-11-8 1-11-8 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [13:0-4-0,0-4-4] 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-SH 0.27 0.28 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 13-14 13-14 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 172 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 9-10: 2x10 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, Except: 6-0-0 oc bracing: 11-12. REACTIONS.All bearings 8-6-0 except (jt=length) 14=0-5-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 12=3462(LC 1), 11=1356(LC 4), 10=447(LC 4), 14=1409(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2975/0, 3-4=-2975/0, 4-5=0/1179, 5-6=0/1179 BOT CHORD 13-14=0/1781, 12-13=0/1130, 11-12=-652/0 WEBS 5-12=-281/0, 6-12=-740/0, 6-11=0/588, 8-11=-415/0, 2-14=-1863/0, 4-13=0/2101, 4-12=-2589/0, 2-13=0/1372 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 436 lb down at 2-0-0, 176 lb down at 2-0-0, 682 lb down at 3-9-12, 436 lb down at 4-0-0, 594 lb down at 6-0-0, 594 lb down at 8-0-0, 594 lb down at 10-0-0, 338 lb down at 11-1-12, 304 lb down at 12-0-0, and 304 lb down at 14-0-0, and 304 lb down at 16-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-14=-10, 1-9=-100 Concentrated Loads (lb) Vert: 12=-594(F) 13=-1118(F=-436, B=-682) 15=-612(F=-436, B=-176) 16=-594(F) 17=-594(F) 18=-338(F) 19=-304(F) 20=-304(F) 21=-304(F) August 3,2023 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 J1127176F Truss F13 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840027 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:20 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-KkQ6npC3Xftk0AV6iBX2KwCr8M6xvM4VLb8KuFyrZwb Scale = 1:10.3 5-8 1-8 4-5 1-4 2-7 3-6 1 2 3 4 8 7 6 5 1-4-0 1-4-0 2-8-0 1-4-0 3-6-0 0-10-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5:Edge,0-0-12] 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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-6-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 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 J1127176F Truss F14 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840028 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:21 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-ox_U_9DhHy?beK4IGv3Hs7kzHmRaeo_faEttRhyrZwa Scale = 1:10.3 4-5 1-5 3-4 1-3 2-42-5 1 2 3 5 4 1.5x4 1.5x4 3x4 3x4 3x4 3-6-0 3-6-0 0-9-0 2-6-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] 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 0.31 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 17 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical Max Grav 4=186(LC 1), 5=186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 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 J1127176F Truss F15 Truss Type Floor Girder Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840029 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:22 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-G7YsCVDJ2G7SFUfVqcaWPLHzGAlGNCmooudRz7yrZwZ Scale = 1:10.3 4-5 1-5 3-4 1-3 2-42-5 1 2 3 5 4 1.5x4 1.5x4 3x4 3x4 3x4 3-6-0 3-6-0 0-9-0 2-6-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] 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 0.99 0.21 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 18 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical Max Grav 4=692(LC 1), 5=692(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-415/0 BOT CHORD 4-5=0/485 WEBS 2-4=-551/0, 2-5=-952/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-400 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-400 August 3,2023 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 J1127176F Truss F16 Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I14840030 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:23 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-kJ6EPrExpaFJteEhNK5lxYpGra1R6Tey1YM_VayrZwY Scale = 1:15.7 4-6 1-6 3-4 1-3 1 2 3 6 5 478910 3x6 3x6 7x8 7x8 10x10 1.5x4 Special Special Special Special Special Special 4-1-8 4-1-8 4-3-4 0-1-12 8-6-8 4-3-4 3-10-0 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [5:0-5-0,0-5-4] 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 0.49 0.47 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.15 -0.00 (loc) 5 5 4 l/defl >999 >661 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Grav 6=2700(LC 1), 4=3217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1471/0, 3-4=-1471/0, 1-2=-5062/0, 2-3=-5062/0 WEBS 1-5=0/5218, 2-5=-413/0, 3-5=0/5218 NOTES-(6) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss is designed in accordance with the 2018 International 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1037 lb down at 2-0-0, 176 lb down at 2-0-0, 682 lb down at 3-9-12, 1037 lb down at 4-0-0, and 1037 lb down at 6-0-0, and 1040 lb down at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 7=-1213(F=-176, B=-1037) 8=-1720(F=-682, B=-1037) 9=-1037(B) 10=-1040(B) August 3,2023 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 J1127176F Truss F17 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840031 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:24 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-CWgcdBFZatNAVoptx1c_UmMWBzUsr955GC6Y10yrZwX Scale: 3/8"=1' 17-32 1-32 33-34 1-16 2-31 3-30 4-29 5-28 6-27 7-26 8-25 9-24 10-23 11-22 12-21 13-20 14-19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 33 34 2x4 2x4 2x4 2x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 19-3-8 0-7-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [16:0-1-8,Edge], [17:0-1-8,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-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable requires continuous bottom chord bearing. 4) 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) 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. August 3,2023 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 J1127176F Truss F18 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840032 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:25 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-giE?qXGBLBV17yO3Vk7D0zvYVNevaTuEUsr5aSyrZwW Scale: 3/8"=1' 11-16 1-16 17-18 1-10 2-16 2-15 5-135-14 1-6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x4 1.5x4 5x6 3x6 3x6 3x8 3x6 6x8 3x6 4x8 4x8 1.5x4 3x4 3x10 3x6 4x6 19-3-8 19-3-8 2-6-0 1-0-8 2-0-0 0-4-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-3-0,0-0-0], [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 0.67 0.73 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.37 0.06 (loc) 13-14 13-14 11 l/defl >839 >611 n/a L/d 480 360 n/a PLATES MT20 Weight: 101 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=Mechanical, 11=0-5-8 Max Grav 16=1047(LC 1), 11=1047(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/0, 3-4=-2779/0, 4-5=-2779/0, 5-6=-3658/0, 6-7=-3655/0, 7-8=-2898/0, 8-9=-2898/0 BOT CHORD 15-16=0/1758, 14-15=0/2779, 13-14=0/3281, 12-13=0/3516, 11-12=0/1719 WEBS 3-15=-1161/0, 4-14=0/1541, 2-16=-1976/0, 2-15=0/1650, 9-11=-1951/0, 9-12=0/1338, 7-12=-701/0, 5-13=-51/494, 5-14=-1686/0 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. August 3,2023 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 J1127176F Truss F19 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840033 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:26 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-9uoN1tGp6Vduk5zG3SeSZBRjEn_zJwBOjWbe6vyrZwV Scale = 1:32.5 11-16 17-18 19-20 1-10 2-16 2-15 5-135-14 1-6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x4 1.5x4 5x6 3x6 3x6 3x8 3x6 6x8 3x6 4x8 4x8 1.5x4 3x4 3x10 3x6 4x6 19-6-8 19-6-8 2-6-0 1-2-0 2-0-0 0-4-8 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-3-0,0-0-0], [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 0.68 0.74 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.38 0.06 (loc) 13-14 13-14 11 l/defl >829 >604 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 9%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 11=0-5-8 Max Grav 16=1054(LC 1), 11=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2850/0, 3-4=-2850/0, 4-5=-2850/0, 5-6=-3709/0, 6-7=-3706/0, 7-8=-2924/0, 8-9=-2924/0 BOT CHORD 15-16=0/1765, 14-15=0/2850, 13-14=0/3348, 12-13=0/3555, 11-12=0/1732 WEBS 3-15=-1096/0, 4-14=0/1535, 2-16=-1983/0, 2-15=0/1642, 9-11=-1966/0, 9-12=0/1353, 7-12=-716/0, 5-13=-62/481, 5-14=-1680/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International 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. August 3,2023 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 J1127176F Truss F21 Truss Type FLOOR Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840034 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:28 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-5Hv7SYI4e6tc_P6eAthwecX4JbhDnovhBq4lAnyrZwT Scale = 1:50.9 21-24 1-24 25-26 10-15 6-22 6-20 9-189-19 14-17 5-11 16-21 1-101234 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 3x8 MT18HS FP 1.5x4 4x6 1.5x4 3x6 FP 3x4 3x6 4x6 3x6 3x4 3x6 4x8 4x8 1.5x4 3x4 3x6 3x10 4x6 4x10 4x12 3x4 5x8 4x8 4x10 24-9-4 24-9-4 30-0-0 5-2-12 2-6-0 1-6-0 2-0-0 0-4-12 2-4-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-3-0,0-0-0], [16:Edge,0-1-8], [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 1-7-3 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.69 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.50 0.06 (loc) 20-22 20-22 17 l/defl >827 >593 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20%F, 9%E GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. REACTIONS. (size)16=0-5-8, 24=0-5-8, 17=0-5-8 Max Uplift 16=-767(LC 3) Max Grav 24=917(LC 3), 17=2313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2614/0, 3-4=-2614/0, 4-5=-3515/0, 5-6=-3518/0, 6-7=-2798/0, 7-8=-2798/0, 8-9=-2798/0, 9-11=-867/0, 11-12=-866/0, 12-13=0/2990, 13-14=0/2989 BOT CHORD 23-24=0/1523, 22-23=0/3260, 20-22=0/3468, 19-20=0/2798, 18-19=0/2268, 17-18=-880/0, 16-17=-1487/0 WEBS 7-20=0/605, 8-19=-1629/0, 2-24=-1728/0, 2-23=0/1238, 4-23=-733/0, 4-22=0/289, 6-20=-999/0, 12-17=-2417/0, 12-18=0/1938, 9-18=-1575/0, 9-19=0/1815, 14-16=0/1688, 14-17=-1910/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 16. 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. August 3,2023 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 J1127176F Truss F22 Truss Type FLOOR GIRDER Qty 2 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I14840035 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:29 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-ZTTVguJiPP?TbZhrkaC9Bp3C8_0HWIvqPUpJjDyrZwS Scale = 1:49.4 17-22 1-22 13-14 1-6 7-20 8-16 12-15 14-17 6-13 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x6 6x6 3x6 3x4 3x4 3x8 3x4 4x4 3x8 3x4 3x8 5x6 4x10 5x6 Special Special 24-9-4 24-9-4 30-0-0 5-2-12 2-6-0 3-4-0 2-0-0 2-6-8 2-1-8 1- 5 - 1 2 1- 5 - 1 2 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 0.83 0.77 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.51 0.04 (loc) 19-20 19-20 15 l/defl >792 >581 n/a L/d 480 360 n/a PLATES MT20 Weight: 245 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 13-14: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. REACTIONS. (size)14=0-5-8, 15=0-5-8, 22=0-5-8 Max Uplift 14=-1161(LC 3) Max Grav 15=3239(LC 1), 22=1172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3875/0, 3-4=-3875/0, 4-5=-5330/0, 5-7=-5330/0, 7-8=-4096/0, 8-9=-1052/0, 9-10=-1052/0, 10-11=0/4908, 11-12=0/4908 BOT CHORD 21-22=0/2280, 20-21=0/4858, 19-20=0/4096, 18-19=0/4096, 16-18=0/4096, 15-16=-1670/0, 14-15=-2695/0 WEBS 7-19=-413/0, 8-18=0/702, 11-15=-353/0, 2-22=-2421/0, 2-21=0/1748, 3-21=-254/0, 4-21=-1078/0, 4-20=0/517, 5-20=-451/0, 7-20=-29/1537, 10-15=-3565/0, 10-16=0/2958, 8-16=-3304/0, 12-14=0/2874, 12-15=-2755/0 NOTES-(12) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 17 = 9%, joint 6 = 9% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1161 lb uplift at joint 14. 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 large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down at 14-4-4, and 91 lb down at 16-7-12 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: 14-22=-10, 1-13=-100 Concentrated Loads (lb) Vert: 19=-91(F) 18=-91(F) August 3,2023 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 J1127176F Truss F23 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840036 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:30 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-1f1utEKKAj7JDjG1IIjOj1cV8OU3Fra_e8ZsFgyrZwR Scale = 1:22.2 8-12 1-12 13-14 1-7 2-12 4-92-11 6-86-9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 1.5x4 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x4 7-11-12 7-11-12 13-2-8 5-2-12 2-6-0 2-5-0 0-1-8 2-5-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,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 1-7-3 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.22 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS. (size)9=0-3-8, 12=Mechanical, 8=0-5-8 Max Grav 9=680(LC 1), 12=312(LC 3), 8=196(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/0, 3-4=-353/0 BOT CHORD 11-12=0/401, 10-11=0/353, 9-10=0/353 WEBS 2-12=-455/0, 4-9=-598/0, 6-9=-353/0 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. August 3,2023 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 J1127176F Truss F24 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840037 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:31 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-VsbG5aKyx1FArtrDr?EdGE9evokq_Gj7toIPn6yrZwQ Scale: 1/2"=1' 8-12 1-12 7-8 1-7 6-82-12 6-92-11 4-9 1 2 3 4 5 6 7 12 11 10 9 8 1.5x4 1.5x4 3x4 3x6 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 14-2-8 14-2-8 2-6-0 1-1-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,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 1-7-3 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.63 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.16 0.03 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 12=0-5-8 Max Grav 8=619(LC 1), 12=619(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1536/0, 3-4=-1536/0, 4-5=-1521/0, 5-6=-1521/0 BOT CHORD 11-12=0/974, 10-11=0/1536, 9-10=0/1536, 8-9=0/969 WEBS 6-8=-1100/0, 2-12=-1105/0, 6-9=0/627, 2-11=0/649 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. August 3,2023 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 J1127176F Truss F26 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840038 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:35 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-OdqnwxNT_FlcJU9_4rJZQ4JMSPCHw73joQGdwtyrZwM Scale = 1:50.2 26-34 1-34 35-36 9-14 13-1637-38 33-37 2-32 39-40 31-39 30-41 42-43 29-42 28-44 45-46 47-48 25-49 23-50 22-51 52-53 21-53 20-54 55-56 57-58 18-59 17-60 61-62 67-68 1-91234 5 6 7 8 9 10 11 12 13 14 34 33 32 31 30 29 28 27 26 25 2423 22 21 20 19 18 17 16 15 35 36 71 3x6 FP 2x4 3x4 2x4 3x6 FP 3x6 3x4 3x4 3x10 3x4 3x6 8x10 3x6 3x4 3x4 3x6 3x4 8x8 3x4 3x4 3x8 3x8 3x6 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 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 24-9-4 0-9-4 25-4-0 0-6-12 26-8-0 1-4-0 28-0-0 1-4-0 29-4-0 1-4-0 30-0-0 0-8-0 2-6-0 1-5-8 2-5-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-5-0,0-0-10], [6:0-1-8,Edge], [14:0-1-8,Edge], [22:0-0-2,0-4-0], [22:0-1-8,Edge], [30:0-0-2,0-4-0], [37:0-4-0,0-0-5], [39:0-4-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.15 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.05 0.01 (loc) 16 15-16 15 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 156 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 25-0-0 except (jt=length) 15=0-5-8, 16=0-5-8, 16=0-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 17 Max Grav All reactions 250 lb or less at joint(s) 15, 34, 24, 33, 32, 31, 29, 28, 25, 23, 21, 20, 18 except 16=484(LC 1), 16=484(LC 1), 30=461(LC 1), 19=442(LC 1), 27=339(LC 1), 22=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-30=-297/0, 8-19=-252/0, 13-16=-293/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 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. August 3,2023 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 J1127176F Truss F27 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I14840039 8.710 s Jul 10 2023 MiTek Industries, Inc. Thu Aug 3 11:31:36 2023 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:GLsjGQACqBQd2orSMY3vOayzTSS-spO98HO5lZuTxekBeYqozIsYppaWfbXs040ASKyrZwL Scale = 1:10.4 4-5 1-5 2-4 1-3 1-4 1 2 3 5 4 1.5x4 3x4 3x4 1.5x4 0-0-8 2-0-0 2-0-0 1-8-8 1- 6 - 0 1- 6 - 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 11 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=Mechanical Max Grav 5=101(LC 1), 4=112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. August 3,2023 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I 1 . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T , I , o r E l i m i n a t o r b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 0 6 M i T e k ® A l l R i g h t s R e s e r v e d WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E R - 5 2 4 3 , 9 6 0 4 B , 97 3 0 , 9 5 - 4 3 , 9 6 - 3 1 , 9 6 6 7 A NE R - 4 8 7 , N E R - 5 6 1 95 1 1 0 , 8 4 - 3 2 , 9 6 - 6 7 , E R - 3 9 0 7 , 9 4 3 2 A JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T , I o r E l i m i n a t o r b r a c i n g if i n d i c a t e d . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I 1 : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S