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Floor Truss Engineering - A
Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1094006F 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 2,2021 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 I13851404I13851385 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 J1094006F Truss B1 Truss Type Floor Blocking Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851385 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:48 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-TgUiN6Cc4XLoo2qrGZvu3sp?C?qMvXMHYHNoBwz0O7j 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 0.08 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-6-12, 3=1-6-12 Max Uplift 4=-465(LC 6), 3=-465(LC 7) Max Grav 4=503(LC 5), 3=503(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-496/473, 1-2=-453/453 BOT CHORD 3-4=-453/453 WEBS 1-3=-696/696 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 465 lb uplift at joint 4 and 465 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-6-12 for 350.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss B2 Truss Type Floor Blocking Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851386 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:49 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-xs24aSCErqTfPCP1pHQ7b4MATOARe_RQnx6MkMz0O7i Scale = 1:10.412 4 3 1.5x4 1.5x4 3x4 3x4 1-8-8 1-8-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=1-8-8, 4=1-8-8 Max Uplift 3=-464(LC 7), 4=-464(LC 6) Max Grav 3=505(LC 4), 4=505(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-497/472, 1-2=-499/499 BOT CHORD 3-4=-499/499 WEBS 2-4=-734/734 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 3 and 464 lb uplift at joint 4. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-8 for 350.1 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 2,2021 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 J1094006F Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851387 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-P3cSooDsc8bW1M_DN_yM8HuMooXCNSJZ?bsvGoz0O7h Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-1-8 1-1-8 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 0.13 0.05 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-1-8, 3=1-1-8 Max Uplift 4=-470(LC 6), 3=-470(LC 7) Max Grav 4=496(LC 5), 3=496(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-491/475, 1-2=-315/315 BOT CHORD 3-4=-315/315 WEBS 1-3=-595/595 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 470 lb uplift at joint 4 and 470 lb uplift at joint 3. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-1-8 for 350.0 plf. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss B4 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851388 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-P3cSooDsc8bW1M_DN_yM8HuMpoX7NSEZ?bsvGoz0O7h Scale = 1:10.412 4 3 1.5x4 1.5x4 3x4 3x4 1-2-8 1-2-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.06 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=1-2-8, 4=1-2-8 Max Uplift 3=-469(LC 7), 4=-469(LC 6) Max Grav 3=497(LC 4), 4=497(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-492/475, 1-2=-341/341 BOT CHORD 3-4=-341/341 WEBS 2-4=-613/613 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 469 lb uplift at joint 3 and 469 lb uplift at joint 4. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-8 for 350.1 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 2,2021 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 J1094006F Truss F01 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13851389 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:57 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-iPX6GBJFzIUXNR0ZHya0wmhZkdudWb8bcA2n0uz0O7a Scale = 1:10.3123 6 5 478 2x4 3x4 1.5x4 4x10 3x4 4x4 JUS46 JUS46 0-0-8 1-10-2 1-10-2 3-8-4 1-10-2 1-4-14 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 0.08 0.13 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 0% 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 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-2-12, 4=0-3-8 Max Grav 6=1076(LC 1), 4=964(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-750/0, 1-2=-998/0 BOT CHORD 4-5=0/998 WEBS 1-5=0/1198, 2-5=0/498, 2-4=-1198/0 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 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) 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 1-2-12 from the left end to 2-2-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 7=-833(B) 8=-833(B) July 2,2021 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 J1094006F Truss F02 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851390 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:58 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-Ab5UTXJtkbcO_bbmrg5FTzDdh194F1KlrqoKYKz0O7Z Scale: 1/2"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 1.5x4 1.5x4 1.5x4 1.5x4 3x6 3x4 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 2-0-0 2-0-0 2-1-8 0-1-8 14-2-4 12-0-12 1-9-0 2-6-0 1-6-12 0-1-8 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], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] 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-SH 0.45 0.50 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.02 (loc) 8-9 8-9 8 l/defl >999 >658 n/a L/d 480 360 n/a PLATES MT20 Weight: 62 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)8=0-2-4, 11=0-5-8 Max Grav 8=655(LC 4), 11=890(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1426/0, 4-5=-1426/0, 5-6=-1426/0 BOT CHORD 10-11=0/985, 9-10=0/1426, 8-9=0/993 WEBS 2-11=-324/0, 6-8=-1127/0, 3-11=-1119/0, 6-9=0/559, 3-10=0/617 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 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 2,2021 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 J1094006F Truss F03 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13851391 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-enfshtKVVvkFclAyPNcU?BmsMQY9_Tnu4UXt4nz0O7Y Scale = 1:13.4 1 2 3 4 5 10 9 8 7 6 1.5x4 1.5x4 3x6 4x5 3x4 3x6 1.5x4 1.5x4 1.5x4 4x5 Special 3-9-5 3-9-5 7-2-8 3-5-3 2-6-0 0-11-9 0-7-7 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.32 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 8 8 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-4, 10=0-2-12 Max Grav 6=1340(LC 1), 10=1252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2795/0, 3-4=-2795/0 BOT CHORD 9-10=0/2158, 8-9=0/2158, 7-8=0/2326, 6-7=0/2326 WEBS 4-6=-2626/0, 2-10=-2436/0, 2-8=0/1026, 4-8=0/984 NOTES-(7) 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1814 lb down at 3-9-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 8=-1814(B) July 2,2021 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 J1094006F Truss F04 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13851392 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:56:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-enfshtKVVvkFclAyPNcU?BmumQYT_S1u4UXt4nz0O7Y Scale = 1:10.2 1 2 3 6 5 4789 2x4 4x4 1.5x4 4x10 3x4 4x5 Special JUS46 JUS46 JUS46 0-0-8 2-4-14 2-4-14 4-9-12 2-4-14 1-11-10 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 0.30 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 49 lb FT = 0% 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 4-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-4, 4=Mechanical Max Grav 6=1882(LC 1), 4=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1033/0, 1-2=-1844/0 BOT CHORD 4-5=0/1844 WEBS 1-5=0/2060, 2-5=0/696, 2-4=-2060/0 NOTES-(9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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) 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) Use USP JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-12 from the left end to 3-9-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 6=-156(B) 7=-1018(B) 8=-1016(B) 9=-1017(B) July 2,2021 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 J1094006F Truss F05 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851393 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:01 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-aAnd6ZMl0W_yr2KLWoey5crB9EGYRRGBXo0_9fz0O7W Scale = 1:49.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 38 39 40 3x6 FP 2x4 2x4 3x6 FP3x6 3x6 3x4 3x4 3x6 3x4 3x4 3x4 3x4 3x6 3x4 3x4 3x6 3x4 3x6 3x4 1-4-0 1-4-0 2-0-0 0-8-0 2-1-8 0-1-8 2-8-0 0-6-8 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 14-2-12 0-10-12 14-8-0 0-5-4 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 28-0-0 1-4-0 29-4-0 1-4-0 29-11-12 0-7-12 1-9-0 2-6-0 1-7-4 2-2-8 0-2-0 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [31:0-1-8,Edge], [33:0-1-8,Edge], [38:0-1-8,0-0-12], [39:0-1-8,0-0-12], [40:0-1-8,0-0-12], [50:0-1-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 36 28-29 16 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 161 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-11-9. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 22, 21, 35, 34, 32, 30, 29, 27, 26, 23, 20, 18, 17 except 28=562(LC 4), 36=489(LC 1), 36=489(LC 1), 33=385(LC 4), 31=354(LC 4), 19=472(LC 4), 25=418(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-36=-330/0, 8-28=-265/0, 3-36=-293/0, 7-28=-294/0, 3-33=-348/12, 7-31=-275/0, 14-16=-256/0, 9-28=-299/0, 14-19=-354/0, 9-25=-253/0, 13-19=-257/0, 10-25=-252/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 1-4-0 oc. 4) 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 2,2021 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 J1094006F Truss F06 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851394 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-XZuNXFN0Y8Eg5MUjeDgQA1xSe2q1vFtU?6V5DYz0O7U Scale = 1:50.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 3x6 FP 1.5x4 1.5x4 2x4 1.5x4 2x4 3x6 FP3x6 3x8 3x4 3x4 3x6 3x4 3x6 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x8 3x6 1.5x4 1.5x4 3x4 3x10 3x4 1.5x4 1.5x4 2-0-0 2-0-0 2-1-8 0-1-8 14-2-12 12-1-4 29-11-12 15-9-0 1-9-0 2-6-0 1-7-4 2-2-8 0-2-0 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [11:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [27:0-1-8,0-0-12], [28:0-1-8,0-0-12], [29:0-1-8,0-0-12] 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-SH 0.63 0.58 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.24 0.04 (loc) 24-25 24-25 16 l/defl >882 >603 n/a L/d 480 360 n/a PLATES MT20 Weight: 133 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)22=0-5-8, 25=0-5-8, 16=0-3-8 Max Grav 22=1772(LC 4), 25=822(LC 3), 16=781(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1133/158, 4-5=-1133/158, 5-7=-1133/158, 7-8=0/1403, 8-9=0/1403, 9-10=-1662/0, 10-11=-1662/0, 11-12=-2046/0, 12-13=-1948/0, 13-14=-1948/0 BOT CHORD 24-25=-62/862, 23-24=-158/1133, 22-23=-537/528, 21-22=-176/713, 19-21=0/2046, 18-19=0/2046, 17-18=0/2046, 16-17=0/1258 WEBS 2-25=-315/0, 8-22=-283/0, 3-25=-971/0, 7-22=-1377/0, 3-24=-109/340, 7-23=0/891, 5-23=-331/0, 14-16=-1415/0, 9-22=-1773/0, 14-17=0/783, 9-21=0/1196, 13-17=-271/0, 10-21=-258/0, 12-17=-228/250, 11-21=-610/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F07 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851395 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-XZuNXFN0Y8Eg5MUjeDgQA1xWz2p?vGeU?6V5DYz0O7U Scale = 1:27.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 1.5x4 1.5x4 3x6 1.5x4 3x6 3x6 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 15-11-12 15-11-12 2-6-0 2-5-4 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], [5:0-1-8,Edge], [15:0-1-8,0-0-12] 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-SH 0.35 0.65 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.05 (loc) 11 11 9 l/defl >999 >941 n/a L/d 480 360 n/a PLATES MT20 Weight: 71 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-5-8 Max Grav 9=862(LC 1), 14=869(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2235/0, 3-4=-2235/0, 4-5=-2518/0, 5-6=-2251/0, 6-7=-2251/0 BOT CHORD 13-14=0/1387, 12-13=0/2518, 11-12=0/2518, 10-11=0/2518, 9-10=0/1412 WEBS 7-9=-1589/0, 2-14=-1574/0, 7-10=0/952, 2-13=0/963, 6-10=-268/0, 3-13=-264/0, 5-10=-452/60, 4-13=-464/48 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F08 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851396 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-?lSlkaOeJRMXiW3wCwCfiEThdR9Dej7dDmFem_z0O7T Scale = 1:26.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 1.5x4 1.5x4 3x6 1.5x4 3x6 3x6 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 15-6-4 15-6-4 2-6-0 1-11-12 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], [5:0-1-8,Edge], [15:0-1-8,0-0-12] 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-SH 0.36 0.65 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.05 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 70 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=Mechanical Max Grav 9=837(LC 1), 14=843(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2133/0, 3-4=-2133/0, 4-5=-2366/0, 5-6=-2158/0, 6-7=-2158/0 BOT CHORD 13-14=0/1342, 12-13=0/2366, 11-12=0/2366, 10-11=0/2366, 9-10=0/1364 WEBS 7-9=-1535/0, 2-14=-1522/0, 7-10=0/901, 2-13=0/898, 6-10=-268/0, 5-10=-392/86, 4-13=-419/61 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International 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 2,2021 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 J1094006F Truss F09 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851397 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-Tx07xwPG4lUOKgd6lejuFS0p?rRHN8inSQ_CIQz0O7S Scale = 1:31.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 2x4 1.5x4 3x8 2x4 4x8 3x8 4x8 4x8 4x8 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 1.5x4 18-10-3 18-10-3 2-6-0 0-5-11 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,0-0-12] 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-SH 0.57 0.91 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.43 0.08 (loc) 11-12 11-12 10 l/defl >771 >527 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 15=Mechanical Max Grav 10=1020(LC 1), 15=1026(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2816/0, 3-4=-2816/0, 4-5=-3441/0, 5-6=-3441/0, 6-7=-2845/0, 7-8=-2845/0 BOT CHORD 14-15=0/1679, 13-14=0/3441, 12-13=0/3441, 11-12=0/3410, 10-11=0/1717 WEBS 8-10=-1933/0, 2-15=-1906/0, 8-11=0/1280, 2-14=0/1290, 3-14=-269/0, 6-11=-641/0, 4-14=-825/0, 6-12=-278/377 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International 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 2,2021 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 J1094006F Truss F10 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851398 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-Tx07xwPG4lUOKgd6lejuFS0sTrVTNA7nSQ_CIQz0O7S Scale = 1:27.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 1.5x4 1.5x4 3x6 1.5x4 3x6 3x6 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x4 1.5x4 1.5x4 15-11-12 15-11-12 2-6-0 2-5-4 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], [5:0-1-8,Edge], [15:0-1-8,0-0-12] 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-SH 0.35 0.65 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.05 (loc) 11 11 9 l/defl >999 >941 n/a L/d 480 360 n/a PLATES MT20 Weight: 71 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-5-8 Max Grav 9=862(LC 1), 14=869(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2235/0, 3-4=-2235/0, 4-5=-2518/0, 5-6=-2251/0, 6-7=-2251/0 BOT CHORD 13-14=0/1387, 12-13=0/2518, 11-12=0/2518, 10-11=0/2518, 9-10=0/1412 WEBS 7-9=-1589/0, 2-14=-1574/0, 7-10=0/952, 2-13=0/963, 6-10=-268/0, 3-13=-264/0, 5-10=-452/60, 4-13=-464/48 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F11 Truss Type Floor Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851399 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-x8aW9GQur3cFypCIJLE7nfZ_vFrX6d2wh4klqtz0O7R Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 3x6 FP 2x4 1.5x4 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x6 3x8 3x8 1.5x4 1.5x4 3x4 3x8 3x4 1.5x4 1.5x4 7-0-0 7-0-0 22-9-0 15-9-0 2-6-0 1-6-0 2-2-8 0-2-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [23:0-1-8,0-0-12] 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-SH 0.56 0.59 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.04 (loc) 14-16 14-16 13 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 101 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)19=0-5-8, 22=0-2-12, 13=0-3-8 Max Uplift 22=-17(LC 4) Max Grav 19=1441(LC 8), 22=341(LC 3), 13=815(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/171, 3-5=0/782, 5-6=0/782, 6-7=-1916/0, 7-8=-1916/0, 8-9=-2240/0, 9-10=-2073/0, 10-11=-2073/0 BOT CHORD 21-22=-171/391, 20-21=-171/391, 19-20=-171/391, 18-19=0/1033, 17-18=0/2240, 16-17=0/2240, 14-16=0/2240, 13-14=0/1322 WEBS 5-19=-261/0, 2-22=-441/193, 3-19=-860/0, 11-13=-1487/0, 6-19=-1669/0, 11-14=0/853, 6-18=0/1082, 10-14=-269/0, 7-18=-259/0, 9-14=-336/151, 8-18=-516/0 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 22. 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 2,2021 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 J1094006F Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851400 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-PK8uMcQWcMk6ZznUt3lMKt5A5fG9r2X4wkTJMJz0O7Q Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 39 40 41 5x6 3x6 FP 5x6 5x6 5x6 3x6 FP 4x5 4x5 4x5 4x5 4x5 4x4 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-9-0 1-5-0 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [20:Edge,0-1-8], [21:0-1-8,Edge], [22:0-1-8,Edge], [36:0-1-8,Edge], [37:0-1-8,Edge], [39:0-1-8,0-0-12] 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-SH 0.47 0.31 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-9-0. (lb) - Max Horz 38=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 37 except 38=-1396(LC 6), 20=-1420(LC 7), 36=-1340(LC 7), 22=-1198(LC 6), 21=-172(LC 6) Max Grav All reactions 250 lb or less at joint(s) 37, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24, 23 except 38=1424(LC 5), 20=1448(LC 4), 36=1412(LC 4), 22=1271(LC 5), 21=259(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-38=-1419/1401, 19-20=-1445/1427, 1-2=-1271/1269, 2-3=-2341/2343, 3-4=-2034/2006, 4-5=-1728/1730, 5-7=-1421/1423, 7-8=-1114/1116, 8-9=-808/810, 9-10=-501/503, 11-12=-417/419, 12-13=-724/726, 13-14=-1031/1033, 14-15=-1337/1339, 15-16=-1644/1646, 16-17=-1951/1922, 17-18=-2227/2259, 18-19=-1317/1313 BOT CHORD 37-38=-1850/1850, 36-37=-1422/1425, 21-22=-1109/1112, 20-21=-1624/1625 WEBS 2-37=-1397/1355, 18-21=-1253/1213, 1-37=-1913/1916, 2-36=-1922/1916, 19-21=-1915/1919, 18-22=-1726/1718 NOTES-(11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37 except (jt=lb) 38=1396, 20=1420, 36=1340, 22=1198, 21=172. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 20-9-0 to 22-9-0 for 1308.1 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F13 Truss Type Floor Qty 9 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851401 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-tWiGayR8NgtzB7MhRmGbt4eKC3acaX2D8ODsvlz0O7P Scale = 1:32.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 2x4 2x4 4x6 4x6 4x4 3x4 3x6 3x6 1.5x4 4x4 3x4 1.5x4 3x4 1.5x4 3x4 3x4 3x8 0-4-0 0-4-0 14-2-12 13-10-12 14-4-4 0-1-8 19-2-8 4-10-4 1-3-0 2-6-0 1-7-4 0-3-8 2-2-12 0-4-0 1- 6 - 0 1- 3 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [2:0-3-0,Edge], [11:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.43 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 -0.01 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 87 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (size)1=0-3-8, 12=0-2-8, 13=0-5-8 Max Uplift 12=-236(LC 3) Max Grav 1=650(LC 3), 12=170(LC 4), 13=1468(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-600/0, 2-4=-1296/0, 4-5=-1296/0, 5-6=-1161/0, 6-7=-1161/0, 7-8=-1161/0, 8-9=0/1091, 9-10=0/1089 BOT CHORD 16-17=0/600, 15-16=0/1403, 14-15=0/1161, 13-14=0/312, 12-13=-518/93 WEBS 2-17=-556/0, 1-17=0/829, 2-16=0/778, 8-13=-1547/0, 8-14=0/978, 7-14=-366/0, 5-15=-416/31, 10-12=-106/587, 10-13=-887/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=236. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F13A Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851402 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-LjGenISn8_?qpHxt_UnqPIBctS0NJ4EMN2yPRCz0O7O Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 2x4 3x6 2x4 3x4 3x6 0-4-0 0-4-0 1-4-0 1-0-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 19-2-8 0-6-8 0-4-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-3-0,0-0-0], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 74 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-2-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 33, 18, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F14 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851403 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:10 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-qvq0?eTPvH7hQRW3YBJ3yVjkusI62SBWciizzez0O7N Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1834 4x4 2x4 4x6 4x4 4x6 4x4 4x6 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 4x4 4x4 3x4 4x4 0-4-0 0-4-0 1-4-0 1-0-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 19-2-8 0-6-8 0-4-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [15:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [30:0-1-8,Edge], [31:0-1-8,Edge], [32:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.30 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 1-2 1-2 21 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 87 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-2-8. (lb) - Max Horz 33=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 31 except 33=-1024(LC 6), 18=-713(LC 7), 32=-146(LC 7), 30=-721(LC 7), 21=-883(LC 6), 19=-179(LC 7) Max Grav All reactions 250 lb or less at joint(s) 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 20, 19 except 33=1057(LC 5), 18=718(LC 4), 30=793(LC 4), 21=955(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-1054/1028, 17-18=-718/713, 2-3=-742/742, 3-4=-1341/1340, 4-5=-1762/1766, 5-6=-1457/1460, 6-7=-1150/1153, 7-8=-843/846, 8-9=-537/540, 10-11=-381/384, 11-12=-688/691, 12-13=-994/998, 13-14=-1301/1304, 14-15=-1608/1611, 15-16=-1026/1026 BOT CHORD 32-33=-1206/1206, 31-32=-1568/1568, 30-31=-756/756, 20-21=-866/866, 19-20=-1753/1754, 18-19=-529/529 WEBS 3-32=-889/853, 4-31=-727/686, 15-20=-940/899, 16-19=-936/902, 2-32=-1277/1277, 3-31=-1140/1140, 4-30=-1054/1050, 17-19=-754/759, 16-20=-1276/1274, 15-21=-1281/1276 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31 except (jt=lb) 33=1024, 18=713, 32=146, 30=721, 21=883, 19=179. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 17-2-8 to 19-2-8 for 1104.7 plf. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. July 2,2021 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 J1094006F Truss F15 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13851404 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1 15:57:10 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-qvq0?eTPvH7hQRW3YBJ3yVjkqsLQ2WrWciizzez0O7N Scale = 1:10.3123 5 4 1.5x4 1.5x4 3x4 3x6 5x6 0-1-8 0-1-8 3-0-11 2-11-3 0-3-11 2-6-0 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [5: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 0.31 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 16 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-2-4, 5=Mechanical Max Grav 4=161(LC 1), 5=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-326/0 NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 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 2,2021 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