Loading...
Floor Truss Engineering - ATri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1094000F The Truss Company (Sumner). August 20, 2022.My license renewal date for the state of Washington is Pages or sheets covered by this seal: Soundbuilt NW, LLC Terry Powell July 1,2021 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Re: thru I13850191I13850167 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 J1094000F Truss B1 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850167 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:21:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-PVsIeFaVRlH6_Hvq0X??ZcgIi9T4KrWVl8u0Hxz0S9R Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-12 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 0.13 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-6-12, 3=1-6-12 Max Uplift 4=-300(LC 6), 3=-300(LC 7) Max Grav 4=338(LC 5), 3=338(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-331/308, 1-2=-298/298 BOT CHORD 3-4=-298/298 WEBS 1-3=-458/458 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 300 lb uplift at joint 4 and 300 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 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 230.0 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss B2 Truss Type Floor Blocking Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850168 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:21:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-thQgsab7C2PzcRU0aFWE6qDTyZpE3Ihf_oeZqNz0S9Q Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 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 0.16 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-8, 3=1-8-8 Max Uplift 4=-299(LC 6), 3=-299(LC 7) Max Grav 4=340(LC 5), 3=340(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-332/307, 1-2=-328/328 BOT CHORD 3-4=-328/328 WEBS 1-3=-482/482 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 299 lb uplift at joint 4 and 299 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 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 230.0 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850169 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:21:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-thQgsab7C2PzcRU0aFWE6qDUlZpM3Irf_oeZqNz0S9Q Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-5-8 1-5-8 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 0.11 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%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 1-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-5-8, 3=1-5-8 Max Uplift 4=-302(LC 6), 3=-302(LC 7) Max Grav 4=336(LC 5), 3=336(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-330/308, 1-2=-276/276 BOT CHORD 3-4=-276/276 WEBS 1-3=-441/441 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 302 lb uplift at joint 4 and 302 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 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-8 for 230.1 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss B4 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850170 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:21:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-Lu_23wclzMXqEa3C8y1Tf1mfAz9qolMoDRN6Mpz0S9P Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 0-11-8 0-11-8 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 0.07 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-11-8, 3=0-11-8 Max Uplift 4=-307(LC 6), 3=-307(LC 7) Max Grav 4=329(LC 5), 3=329(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-325/311 WEBS 1-3=-370/370 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 307 lb uplift at joint 4 and 307 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 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 0-11-8 for 230.0 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss B6 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850171 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:21:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-Lu_23wclzMXqEa3C8y1Tf1mftz9folAoDRN6Mpz0S9P Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-3-12 1-3-12 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 0.09 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%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 1-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-3-12, 3=1-3-12 Max Uplift 4=-303(LC 6), 3=-303(LC 7) Max Grav 4=334(LC 5), 3=334(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-328/309 WEBS 1-3=-418/418 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 303 lb uplift at joint 4 and 303 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 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-12 for 230.0 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F01 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13850172 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-6QT4lfim5pXhBpglceALzj50fBtYgKbz3hJXeMz0S9H Scale = 1:14.5 1 2 3 4 5 10 9 8 7 611 3x6 3x4 1.5x4 4x4 3x4 3x6 5x6 4x6 4x4 3x4 JUS48 Special 1-11-0 1-11-0 3-11-10 2-0-10 6-0-4 2-0-10 7-6-12 1-6-8 7-10-4 0-3-8 1-5-12 1-9-2 1-8-2 1-3-12 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.10 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 11% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud *Except* 4-7: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS. (size)10=Mechanical, 9=0-3-8, 6=0-3-8 Max Uplift 10=-166(LC 10) Max Grav 10=238(LC 3), 9=2019(LC 1), 6=636(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-691/0, 3-4=-750/0 BOT CHORD 7-8=0/691, 6-7=0/750 WEBS 2-9=-721/0, 1-9=-275/0, 4-6=-883/0, 4-7=0/307, 2-8=0/1042 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 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 10. 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) Use USP JUS48 (With 6-16d nails into Girder & 4-16d nails into Truss) or equivalent at 0-7-12 from the left end to connect truss(es) to front face of bottom chord , skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 517 lb up at 6-0-4 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: 9-10=-10, 7-9=-310, 6-7=-10, 1-5=-100 Concentrated Loads (lb) Vert: 7=-27(F) 11=-714(F) July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F02 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13850173 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-6QT4lfim5pXhBpglceALzj50UBtwgMQz3hJXeMz0S9H Scale = 1:10.2123 6 5 47 2x4 3x4 1.5x4 3x4 3x4 4x4 JUS46 JUS46 0-0-8 1-11-12 1-11-12 3-11-8 1-11-12 1-6-8 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 41 lb FT = 11% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=0-5-8 Max Uplift 6=-507(LC 3), 4=-170(LC 3) Max Grav 6=37(LC 1), 4=115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-39/370 BOT CHORD 4-5=-370/39 WEBS 1-5=-434/46, 2-5=-471/0, 2-4=-46/434 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 6 and 170 lb uplift at joint 4. 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) Use USP JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 1-0-0 oc max. starting at 0-10-0 from the left end to 1-10-0 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 5=126(B) 7=125(B) July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F03 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13850174 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-ac1Sy?jOs7fYpzFxALhaWxeB6bBXPlM7HL35Aoz0S9G Scale = 1:14.1 1 2 3 4 5 10 9 8 7 6111213 2x4 3x4 1.5x4 3x4 3x4 3x4 3x4 4x10 3x4 4x4 Special JUS44 JUS44 JUS44 Special 1-10-4 1-10-4 3-6-12 1-8-8 5-3-4 1-8-8 7-1-8 1-10-4 1-5-0 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.18 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 11% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-4-0 Max Uplift 6=-270(LC 3) Max Grav 10=1461(LC 1), 6=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1115/0, 1-2=-1562/0, 2-3=-2036/0, 3-4=-1487/0 BOT CHORD 8-9=0/1562, 7-8=0/2036, 6-7=0/1487 WEBS 1-9=0/1870, 2-9=-488/0, 2-8=0/568, 3-7=-658/0, 4-7=0/793, 4-6=-1780/0 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint 6. 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) Use USP JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-8 from the left end to 4-11-8 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 937 lb up at 6-11-12, and 357 lb down at 6-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 6=-99(F=-357, B=258) 11=-615(B) 12=-614(B) 13=-614(B) July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F04 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850175 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-2paqALk0dRoPQ7p7j2Dp38AII?Wz891GW?oeiEz0S9F Scale = 1:34.7 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 37 38 39 3x4 3x6 FP 4x4 2x4 5x6 3x6 FP 4x4 4x4 4x4 4x5 3x6 4x5 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 20-10-12 0-10-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [34:0-1-8,Edge], [35:0-1-8,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 0.35 0.23 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 34 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-10-12. (lb) - Max Horz 36=33(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20 except 36=-1256(LC 6), 19=-1586(LC 7), 34=-1245(LC 7), 21=-1525(LC 6) Max Grav All reactions 250 lb or less at joint(s) 35, 33, 32, 31, 30, 29, 28, 27, 26, 25, 23, 22, 20 except 36=1285(LC 5), 19=1600(LC 4), 34=1317(LC 4), 21=1600(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-36=-1280/1261, 18-19=-1598/1588, 1-2=-1143/1140, 2-3=-2119/2122, 3-4=-1813/1784, 4-5=-1506/1508, 5-7=-1200/1202, 7-8=-893/895, 8-9=-586/588, 9-10=-280/282, 10-11=-332/334, 11-12=-639/641, 12-13=-946/948, 13-14=-1252/1254, 14-15=-1559/1561, 15-16=-1866/1837, 16-17=-2164/2174, 17-18=-801/799 BOT CHORD 35-36=-1494/1494, 34-35=-1124/1126, 20-21=-1637/1638, 19-20=-851/851 WEBS 2-35=-1302/1259, 17-20=-1573/1540, 1-35=-1723/1726, 2-34=-1788/1782, 18-20=-1780/1784, 17-21=-2187/2182 NOTES-(12) 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 requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 36=1256, 19=1586, 34=1245, 21=1525. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 18-10-12 to 20-10-12 for 1201.6 plf. 10) 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. 11) CAUTION, Do not erect truss backwards. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F05 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850176 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-W?8CNhlfNkwG2HOKHmk2bMjS_Pp8tgZQlfYCFgz0S9E Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 3x6 FP 1.5x4 1.5x4 3x6 FP3x6 3x8 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 3x6 1-11-0 1-11-0 7-8-8 5-9-8 19-3-12 11-7-4 19-5-4 0-1-8 20-10-12 1-5-8 1-8-0 2-6-0 0-3-8 1-1-4 1-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [3:0-1-8,Edge], [4:0-1-8,Edge], [15:0-1-8,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 0.42 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.01 (loc) 14-15 14-15 14 l/defl >999 >989 n/a L/d 480 360 n/a PLATES MT20 Weight: 98 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 22=Mechanical, 21=0-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 22=-124(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22 except 18=1105(LC 4), 14=741(LC 5), 21=514(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=0/610, 6-7=0/610, 7-8=-1112/0, 8-9=-1112/0, 9-10=-1112/0 BOT CHORD 16-18=0/599, 15-16=0/1112, 14-15=0/852 WEBS 2-21=-429/0, 6-18=-281/0, 11-14=-251/0, 2-22=0/257, 3-21=-342/145, 4-18=-598/0, 10-14=-934/0, 7-18=-1183/0, 10-15=0/319, 7-16=0/624 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 22. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F06 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850177 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-?Biaa1lH8227gQzWrTFH8ZGdfp9Lc6hZzJHln7z0S9D Scale = 1:24.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 1.5x4 1.5x4 3x6 3x6 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 1-6-12 1-6-12 13-2-0 11-7-4 13-3-8 0-1-8 14-9-0 1-5-8 1-3-12 2-6-0 1-1-4 1-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.43 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 69 lb FT = 20%F, 11%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)10=0-3-8, 14=Mechanical, 13=0-3-8 Max Uplift 14=-533(LC 11) Max Grav 10=735(LC 4), 13=1314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/615, 3-4=-1078/0, 4-5=-1078/0, 5-6=-1078/0 BOT CHORD 13-14=-615/0, 12-13=0/547, 11-12=0/1078, 10-11=0/838 WEBS 2-13=-797/0, 7-10=-250/0, 2-14=0/835, 6-10=-922/0, 3-13=-1186/0, 6-11=0/319, 3-12=0/606 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 14. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F07 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850178 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-?Biaa1lH8227gQzWrTFH8ZGdfp9Lc6hZzJHln7z0S9D Scale = 1:24.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 1.5x4 1.5x4 3x6 3x6 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 3x4 3x6 1-6-12 1-6-12 13-2-0 11-7-4 13-3-8 0-1-8 14-9-0 1-5-8 1-3-12 2-6-0 1-1-4 1-2-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.43 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.14 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 69 lb FT = 20%F, 11%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)10=0-3-8, 14=0-2-8, 13=0-3-4 Max Uplift 14=-533(LC 11) Max Grav 10=735(LC 4), 13=1314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/615, 3-4=-1078/0, 4-5=-1078/0, 5-6=-1078/0 BOT CHORD 13-14=-615/0, 12-13=0/547, 11-12=0/1078, 10-11=0/838 WEBS 2-13=-797/0, 7-10=-250/0, 2-14=0/835, 6-10=-922/0, 3-13=-1186/0, 6-11=0/319, 3-12=0/606 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 14. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F08 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850179 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-TOGzoNmvvMA_HaYiPBmWgnopwCTFLZeiCz1IJZz0S9C Scale = 1:25.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 1.5x4 1.5x4 3x6 3x4 3x6 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 3x4 3x6 13-4-12 13-4-12 13-6-4 0-1-8 14-11-12 1-5-8 2-6-0 2-5-12 0-3-8 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], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.51 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.03 (loc) 12-13 13-14 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 69 lb FT = 20%F, 11%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: 9-10. REACTIONS. (size)10=0-3-8, 14=0-5-4 Max Grav 10=895(LC 1), 14=731(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1729/0, 3-4=-1729/0, 4-5=-1729/0, 5-6=-1729/0 BOT CHORD 13-14=0/1131, 12-13=0/1729, 11-12=0/1729, 10-11=0/1140 WEBS 7-10=-263/0, 2-14=-1284/0, 6-10=-1267/0, 2-13=0/679, 6-11=0/684, 3-13=-273/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F09 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850180 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-TOGzoNmvvMA_HaYiPBmWgnoohCTFLaDiCz1IJZz0S9C Scale = 1:20.5 1 2 3 4 5 6 10 9 8 7 11 1.5x4 3x6 1.5x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 12-2-4 12-2-4 2-6-0 1-6-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.51 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.02 (loc) 7-8 7-8 7 l/defl >999 >668 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 20%F, 11%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)7=0-3-8, 10=0-3-8 Max Grav 7=654(LC 1), 10=660(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1448/0, 3-4=-1448/0, 4-5=-1448/0 BOT CHORD 9-10=0/1001, 8-9=0/1448, 7-8=0/1018 WEBS 5-7=-1144/0, 2-10=-1137/0, 5-8=0/564, 2-9=0/577 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F10 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850181 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:10 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-xaqL?jnXgfIrvk7vyuHlD_L_qcqH41hsRdmss?z0S9B Scale = 1:19.9 1 2 3 4 5 6 10 9 8 7 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-8-12 11-8-12 2-6-0 1-2-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.46 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.02 (loc) 9-10 9-10 7 l/defl >999 >778 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%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)7=Mechanical, 10=0-3-8 Max Grav 7=638(LC 1), 10=638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1363/0, 3-4=-1363/0, 4-5=-1363/0 BOT CHORD 9-10=0/962, 8-9=0/1363, 7-8=0/962 WEBS 5-7=-1092/0, 2-10=-1092/0, 5-8=0/521, 2-9=0/521 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F11 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850182 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-PmOjD3o9RzQiXui5Wco_lCu9k0A?pU3?gHWPOSz0S9A Scale = 1:19.4 1 2 3 4 5 6 10 9 8 7 1.5x4 1.5x4 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 11-5-12 11-5-12 2-6-0 0-11-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.43 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.02 (loc) 9-10 9-10 7 l/defl >999 >855 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%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)7=Mechanical, 10=Mechanical Max Grav 7=624(LC 1), 10=624(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1313/0, 3-4=-1313/0, 4-5=-1313/0 BOT CHORD 9-10=0/937, 8-9=0/1313, 7-8=0/937 WEBS 5-7=-1063/0, 2-10=-1063/0, 5-8=0/487, 2-9=0/487 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F12 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850183 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-PmOjD3o9RzQiXui5Wco_lCu8Q0C?pUJ?gHWPOSz0S9A Scale = 1:31.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 1.5x4 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 4x5 1.5x4 1.5x4 1.5x4 5-3-3 5-3-3 7-6-4 2-3-1 18-5-4 10-11-0 2-1-3 1-3-0 0-2-0 1-3-0 2-0-1 2-1-3 2-6-0 0-3-8 0-4-13 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [16:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.30 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 14 13-14 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 89 lb FT = 20%F, 11%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) 18=0-3-6, 17=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 21 except 18=403(LC 3), 13=509(LC 4), 17=1098(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=0/294, 5-6=0/294, 6-7=0/677, 7-8=-811/0, 8-9=-811/0, 9-10=-889/0, 10-11=-889/0 BOT CHORD 17-18=-677/0, 15-16=0/811, 14-15=0/811, 13-14=0/722 WEBS 6-17=-501/0, 2-21=-273/24, 4-18=-459/0, 6-18=0/509, 11-13=-819/0, 7-17=-1070/0, 7-16=0/652, 10-14=-252/12, 8-16=-254/0, 9-14=-66/366 NOTES-(8) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F13 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850184 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:12 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-tzy5QPonCHYZ82HH4JJDIPQIwQWtYw?9uxFzwuz0S99 Scale = 1:31.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 1.5x4 1.5x4 1.5x4 1.5x4 3x8 3x6 3x6 1.5x4 1.5x4 3x8 1.5x4 1.5x4 5-3-3 5-3-3 18-5-4 13-2-1 2-1-3 1-3-0 0-2-0 1-3-0 2-1-3 2-6-0 1-3-15 0-2-0 1-3-15 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [20:0-1-8,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 0.47 0.39 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 14-15 13-14 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 88 lb FT = 20%F, 11%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)21=Mechanical, 13=Mechanical, 18=0-3-8 Max Uplift 21=-185(LC 4) Max Grav 21=201(LC 3), 13=615(LC 4), 18=1393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14/624, 3-4=-14/624, 4-5=0/1013, 5-6=0/1015, 6-7=-988/0, 7-8=-988/0, 8-9=-1194/0, 9-10=-1284/0, 10-11=-1284/0 BOT CHORD 20-21=-341/155, 19-20=-624/14, 18-19=-624/14, 16-17=0/1194, 15-16=0/1194, 14-15=0/1194, 13-14=0/919 WEBS 2-21=-184/403, 4-18=-727/0, 2-20=-515/0, 3-20=0/276, 11-13=-1043/0, 6-18=-1341/0, 11-14=0/415, 6-17=0/950, 9-14=-77/261, 8-17=-366/0 NOTES-(8) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=185. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F14 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850185 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:13 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-L9WTekpPzagQmCsUe1rSrdzTSqsLHMxI7b?WSKz0S98 Scale = 1:31.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 3x6 3x4 3x4 3x4 3x4 3x4 3x4 3x8 3x6 3x6 3x4 4x8 3x4 5-3-3 5-3-3 18-10-12 13-7-9 2-1-3 1-3-0 0-2-0 1-3-0 2-1-3 2-6-0 0-5-13 0-2-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [9:0-1-8,Edge], [20:0-1-8,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 0.48 0.44 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 0.01 (loc) 14-15 13-14 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 91 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 21=Mechanical, 18=0-3-8 Max Uplift 21=-199(LC 4) Max Grav 13=628(LC 4), 21=197(LC 3), 18=1432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5/661, 3-4=-5/661, 4-5=0/1067, 5-6=0/1069, 6-7=-1016/0, 7-8=-1016/0, 8-9=-1167/0, 9-10=-1374/0, 10-11=-1374/0 BOT CHORD 20-21=-363/150, 19-20=-661/5, 18-19=-661/5, 16-17=0/1167, 15-16=0/1167, 14-15=0/1167, 13-14=0/966 WEBS 2-21=-177/430, 4-18=-750/0, 2-20=-537/0, 3-20=0/285, 11-13=-1086/0, 6-18=-1387/0, 11-14=0/463, 6-17=0/999, 10-14=-266/0, 9-14=-40/362, 8-17=-495/16, 8-16=0/277 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=199. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F15 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850186 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-pL3sr4q2kuoGOLRgBkMhNqVi7DF30rnSMFk3?mz0S97 Scale = 1:31.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 2x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 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 18-10-12 1-6-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,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 0.23 0.22 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-10-12. (lb) - Max Horz 30=-146(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 18 except 30=-849(LC 6), 16=-810(LC 7), 29=-149(LC 7), 27=-707(LC 7), 19=-662(LC 6), 17=-197(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29, 28, 26, 25, 24, 23, 22, 21, 20, 18 except 30=878(LC 5), 16=842(LC 4), 27=780(LC 4), 19=735(LC 5), 17=288(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-873/854, 15-16=-838/816, 1-2=-769/766, 2-3=-1164/1165, 3-4=-1575/1579, 4-5=-1269/1273, 5-6=-962/966, 6-7=-656/659, 7-8=-349/353, 8-9=-262/265, 9-10=-568/572, 10-11=-875/878, 11-12=-1182/1185, 12-13=-1487/1492, 13-14=-1121/1121, 14-15=-832/828 BOT CHORD 29-30=-1527/1527, 28-29=-1454/1457, 27-28=-795/794, 18-19=-600/600, 17-18=-1174/1179, 16-17=-1524/1525 WEBS 2-29=-710/667, 3-28=-762/723, 13-18=-716/679, 14-17=-623/579, 1-29=-1172/1176, 2-28=-952/947, 3-27=-1036/1032, 15-17=-1163/1168, 14-18=-832/825, 13-19=-972/968 NOTES-(12) 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 requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 18 except (jt=lb) 30=849, 16=810, 29=149, 27=707, 19=662, 17=197. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 16-10-12 to 18-10-12 for 1086.6 plf. 10) 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. 11) CAUTION, Do not erect truss backwards. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F16 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850187 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:14 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-pL3sr4q2kuoGOLRgBkMhNqVfYDFf0t3SMFk3?mz0S97 Scale = 1:12.5 1 2 3 4 8 7 6 5 1.5x4 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 6-8-8 6-8-8 2-6-0 1-2-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.24 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.04 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 30 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 8=Mechanical Max Grav 5=362(LC 1), 8=362(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-457/0 BOT CHORD 7-8=0/457, 6-7=0/457, 5-6=0/457 WEBS 3-5=-516/0, 2-8=-516/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F17 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850188 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:15 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-HXdE2QrgVCw7?V?slRtww22rzdZMlHRbbvUdXDz0S96 Scale = 1:19.4 1 2 3 4 5 6 7 12 11 10 9 8 1.5x4 1.5x4 5x6 5x10 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 0-6-12 0-6-12 11-5-12 10-11-0 0-3-12 2-6-0 0-5-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [9:0-1-8,Edge], [10:0-1-8,Edge], [12: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-P 0.35 0.34 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 54 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=Mechanical, 8=Mechanical, 11=0-3-8 Max Uplift 12=-936(LC 4) Max Grav 8=554(LC 1), 11=1608(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/285, 3-4=-1045/0, 4-5=-1045/0, 5-6=-1045/0 BOT CHORD 11-12=-285/0, 10-11=0/637, 9-10=0/1045, 8-9=0/806 WEBS 2-11=-1045/0, 2-12=0/833, 6-8=-915/0, 3-11=-1040/0, 6-9=0/328, 3-10=0/463 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) 12=936. 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F18 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850189 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:16 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-mkBcGmsIGV2_dfa2J9O9SFb371_hUpDkpZDA3fz0S95 Scale = 1:21.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 3x4 13-3-12 13-3-12 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) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20%F, 11%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 13-3-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F19 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850190 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:16 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-mkBcGmsIGV2_dfa2J9O9SFb?p1t2UkPkpZDA3fz0S95 Scale = 1:22.4 1 2 3 4 5 6 7 12 11 10 9 8 13 1.5x4 3x6 1.5x4 3x6 3x4 3x6 3x6 3x4 1.5x4 1.5x4 3x4 1.5x4 13-3-12 13-3-12 2-6-0 0-3-8 2-3-4 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 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.50 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 0.03 (loc) 9-10 8-9 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 12=Mechanical Max Grav 8=716(LC 1), 12=722(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1689/0, 3-4=-1689/0, 4-5=-1698/0, 5-6=-1698/0 BOT CHORD 11-12=0/1119, 10-11=0/1689, 9-10=0/1689, 8-9=0/1134 WEBS 6-8=-1275/0, 2-12=-1270/0, 6-9=0/639, 2-11=0/647, 5-9=-260/0 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. July 1,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.Safety Information Job J1094000F Truss F20 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13850191 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 11:22:17 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-Ewl_T6sw1pArFp9FtsvO?T79OREtDCDu2Dzjb5z0S94 Scale = 1:31.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 1.5x4 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 7-6-4 7-6-4 18-5-4 10-11-0 2-6-0 1-10-4 0-2-0 0-5-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [4:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,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 0.42 0.34 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 17=Mechanical, 11=Mechanical Max Grav 14=1221(LC 1), 17=353(LC 3), 11=527(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/189, 3-4=-363/189, 4-5=0/628, 5-6=0/628, 6-7=-943/0, 7-8=-943/0, 8-9=-943/0 BOT CHORD 16-17=-51/432, 15-16=-189/363, 14-15=-189/363, 13-14=-6/482, 12-13=0/943, 11-12=0/757 WEBS 5-14=-277/0, 2-17=-490/58, 4-14=-846/0, 2-16=-281/0, 9-11=-859/0, 6-14=-1139/0, 6-13=0/571 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. July 1,2021 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