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Floor Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J109400AF 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 28,2021 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 I13895876I13895852 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 J109400AF Truss B1 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895852 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:43 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-prhfdSSPfvNs5pd7qDGZ48YeP?DV_2oR7vPj0EytYRQ Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-6-12 1-6-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 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 28,2021 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 J109400AF Truss B2 Truss Type Floor Blocking Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895853 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-H2F1qoT1QCVjjzCJOwnocM5pgPZfjVybMZ8HYgytYRP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-8-8 1-8-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.05 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 28,2021 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 J109400AF Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895854 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-H2F1qoT1QCVjjzCJOwnocM5qTPZnjV6bMZ8HYgytYRP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-5-8 1-5-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 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 28,2021 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 J109400AF Truss B4 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895855 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:44 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-H2F1qoT1QCVjjzCJOwnocM5q8PZ1jVNbMZ8HYgytYRP Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 0-11-8 0-11-81-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 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 28,2021 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 J109400AF Truss B6 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895856 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:45 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-lEpP28UfBWeaK7nVyeJ19Zd?bpv5SyRkaDuq56ytYRO Scale = 1:10.412 4 3 1.5x4 3x4 1.5x4 3x4 1-3-12 1-3-121-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 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 28,2021 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 J109400AF Truss F01 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13895857 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-WnIQjtahJzeRILO2QJSvUFyMM1d_KYsvQTqFNfytYRG 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 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 28,2021 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 J109400AF Truss F02 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13895858 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:53 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-WnIQjtahJzeRILO2QJSvUFyMB1dMKahvQTqFNfytYRG 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 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 28,2021 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 J109400AF Truss F03 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13895859 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:54 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-_zspwDbJ4HmIvVzEz1z80TVXpRxz3zd3f6Zov5ytYRF 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 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 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 28,2021 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 J109400AF Truss F04 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895860 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:55 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-S9QB8Zcxrbu9XfYQXkUNZg2e?rGPoNICumJMRXytYRE 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F05 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895861 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-xL_ZLvcZbu009p7d5S?c6uaohFZaXurM6Q2v__ytYRD 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F06 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895862 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:56 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-xL_ZLvcZbu009p7d5S?c6uaodFZYXtjM6Q2v__ytYRD 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F07 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895863 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-PYYxZEdBMC8tmzhpf9Wre57zNevnGKyVL4oTWQytYRC 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F08 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895864 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-tk5Jmaep7WGkO7G?Ct24BJg9e2Dh?nvfakX02sytYRB 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F09 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895865 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-tk5Jmaep7WGkO7G?Ct24BJg8P2Dh?oUfakX02sytYRB 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 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 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 28,2021 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 J109400AF Truss F10 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895866 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-Lwfi_wfSupOa0GrBmaZJjWCKXSajkFyooOHZaJytYRA 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 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 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 28,2021 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 J109400AF Truss F11 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895867 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:34:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-Lwfi_wfSupOa0GrBmaZJjWCKhSbCkF4ooOHZaJytYRA 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 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 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 28,2021 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 J109400AF Truss F12 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895868 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-p7D4BGg4f7WRdQQOKH4YGklU7syRTiax12077lytYR9 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F13 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895869 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:01 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-HJnSPcgiQRfIFa?au?bnpxIedGGJC7G5GimgfBytYR8 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F14 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895870 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:02 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-lVLqcyhKBkn9tkamRi60L9qp9fcnxZDEVMVEBdytYR7 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F15 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895871 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-EivCpIiyy2v0Vu9z?QdFuMN2q3?Vg22Oj0Fnj4ytYR6 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F16 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895872 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-EivCpIiyy2v0Vu9z?QdFuMN?F3?5g4KOj0Fnj4ytYR6 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 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 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 28,2021 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 J109400AF Truss F17 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895873 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-iuTb1ejajM1t62k9Z78UQawBhTJoPUiXyg_KGWytYR5 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F18 Truss Type Floor Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895874 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-A41zEzjCUf9kkBJL7rgkznSQqtk680UgBKkuoyytYR4 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F19 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895875 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-A41zEzjCUf9kkBJL7rgkznSMWtdT8xggBKkuoyytYR4 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 1-6-01-6-0Plate 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 28,2021 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 J109400AF Truss F20 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13895876 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 11:35:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:WDlPg9wAAj3gGTos8cWVbuz0THx-eHaLSJkrFzHbMLtYgYBzW??W5H?ItPUqP_TRKPytYR3 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 1-6-01-6-0Plate 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 28,2021 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2006 MiTek® All Rights ReservedWEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ER-5243, 9604B,9730, 95-43, 96-31, 9667ANER-487, NER-56195110, 84-32, 96-67, ER-3907, 9432AJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T, I or Eliminator bracingif indicated.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBS