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Floor Truss Engineering - BTri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 J1094006AF 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 I13852403I13852382 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 J1094006AF Truss B1 Truss Type Floor Blocking Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852382 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:04:50 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-RHZ24KgZuKdrrFHdguXZ_MV0vOp35NNKIn5k7kz093x 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 0.08 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 J1094006AF Truss B2 Truss Type Floor Blocking Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852383 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:04:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-vT7QHghBfdliSPspDb2oXZ1BAn99qqSTXRrIfAz093w Scale = 1:10.412 4 3 1.5x4 1.5x4 3x4 3x4 1-8-8 1-8-81-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 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 J1094006AF Truss B3 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852384 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:04:51 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-vT7QHghBfdliSPspDb2oXZ1ClnAhqr4TXRrIfAz093w Scale = 1:10.412 4 3 2x4 3x4 1.5x4 3x4 1-1-8 1-1-81-6-01-6-0LOADING (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 0.13 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 J1094006AF Truss B4 Truss Type Floor Blocking Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852385 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:04:52 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-NfgoV0ipQxtZ4ZR0nJZ14naNWBWrZHFdm5arBcz093v Scale = 1:10.412 4 3 1.5x4 1.5x4 3x4 3x4 1-2-8 1-2-81-6-01-6-0Plate 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 J1094006AF Truss F01 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13852386 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:04:59 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-g0cSzPnCm5mZQeTMhHBgsFMZR0tLiR9fNgnjxiz093o 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 1-6-01-6-0LOADING (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 0.08 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 J1094006AF Truss F02 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852387 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:iXZ2hg7JcTj8L?AJyzLeSdz0ALK-8C9qAloqXOuQ2o2YF_ivOTvcjQ6JRsxobKWGT9z093n Scale = 1:27.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x4 1.5x4 1.5x4 2x4 2x4 3x8 3x4 3x4 3x4 3x4 3x6 3x4 3x4 1.5x4 1.5x4 4-0-0 4-0-0 4-1-8 0-1-8 16-2-4 12-0-12 1-3-0 2-6-0 1-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [14:0-1-8,0-0-12], [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 0.62 0.53 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.26 0.02 (loc) 9-10 9-10 9 l/defl >838 >544 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 6-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 9=0-2-4 Max Grav 12=1164(LC 1), 9=641(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/577, 3-4=0/577, 4-5=-1362/0, 5-6=-1362/0, 6-7=-1362/0 BOT CHORD 11-12=-225/886, 10-11=0/1362, 9-10=0/966 WEBS 3-12=-282/0, 2-12=-602/0, 7-9=-1096/0, 4-12=-1223/0, 7-10=-34/518, 4-11=0/770, 5-11=-272/0 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) 9. 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 J1094006AF Truss F03 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13852388 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:00 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-8C9qAloqXOuQ2o2YF_ivOTviIQAeRsZobKWGT9z093n 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 1-6-01-6-0Plate 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 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=-2625/0, 2-10=-2436/0, 2-8=0/1025, 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) 1813 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=-1813(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 J1094006AF Truss F04 Truss Type Floor Girder Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13852389 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:01 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-cOjCO5pSIi0HfxdkpiD8xgSvSpWBAI3xq_Gq0bz093m 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 1-6-01-6-0LOADING (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 0.30 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 J1094006AF Truss F05 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852390 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:02 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:iXZ2hg7JcTj8L?AJyzLeSdz0ALK-4aHabRp43088H5CxNPkNTu_yiDqYvfg53e?NY1z093l Scale = 1:53.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 52 53 54 55 6x6 3x6 FP 6x6 3x6 6x6 5x6 5x6 5x6 3x4 3x6 FP 5x8 5x6 5x6 1-4-0 1-4-0 2-8-0 1-4-0 4-0-0 1-4-0 5-4-0 1-4-0 6-8-0 1-4-0 8-0-0 1-4-0 9-4-0 1-4-0 10-8-0 1-4-0 12-0-0 1-4-0 13-4-0 1-4-0 14-8-0 1-4-0 16-0-0 1-4-0 17-4-0 1-4-0 18-8-0 1-4-0 20-0-0 1-4-0 21-4-0 1-4-0 22-8-0 1-4-0 24-0-0 1-4-0 25-4-0 1-4-0 26-8-0 1-4-0 28-0-0 1-4-0 29-4-0 1-4-0 30-8-0 1-4-0 31-11-12 1-3-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [49:0-1-8,Edge], [50:0-1-8,Edge], [51:0-0-0,0-1-8], [52:0-1-8,0-0-8], [53:0-1-8,0-0-8] 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 0.59 0.42 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 127 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 31-11-12. (lb) - Max Horz 51=-402(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 51=-2172(LC 6), 26=-1912(LC 7), 50=-237(LC 7), 49=-1885(LC 7), 28=-1886(LC 6) Max Grav All reactions 250 lb or less at joint(s) 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34, 33, 32, 31, 30, 29, 27 except 51=2199(LC 5), 26=1940(LC 4), 50=303(LC 2), 49=1958(LC 4), 28=1958(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-51=-2194/2177, 25-26=-1936/1917, 1-2=-1792/1794, 2-3=-3393/3421, 3-4=-3113/3083, 4-5=-2806/2807, 5-6=-2500/2501, 6-7=-2193/2194, 7-8=-1886/1887, 8-9=-1580/1581, 9-10=-1273/1274, 10-11=-970/972, 11-12=-659/661, 12-13=-353/354, 13-14=-259/261, 14-15=-566/568, 15-16=-873/874, 16-17=-1179/1181, 17-18=-1486/1488, 18-19=-1793/1794, 19-20=-2099/2101, 20-21=-2406/2408, 21-22=-2713/2714, 22-23=-3019/2990, 23-24=-3295/3328, 24-25=-1719/1717 BOT CHORD 50-51=-2509/2509, 49-50=-1918/1921, 27-28=-1816/1818, 26-27=-2299/2299 WEBS 2-50=-1940/1900, 24-27=-1944/1901, 1-50=-2835/2840, 2-49=-2686/2680, 25-27=-2595/2599, 24-28=-2686/2681 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 2172 lb uplift at joint 51, 1912 lb uplift at joint 26, 237 lb uplift at joint 50, 1885 lb uplift at joint 49 and 1886 lb uplift at joint 28. 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, 29-11-12 to 31-11-12 for 1838.8 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 J1094006AF Truss F06 Truss Type Floor Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852391 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:03 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:iXZ2hg7JcTj8L?AJyzLeSdz0ALK-ZnryonqiqJG?vFn7w7Gc05X7td7KeBHEIIlw4Uz093k Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 3x4 3x6 FP 1.5x4 1.5x4 2x4 3x6 2x4 3x6 FP 3x8 3x4 3x4 3x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x8 3x8 3x6 1.5x4 1.5x4 3x4 3x10 3x4 1.5x4 1.5x4 4-0-0 4-0-0 4-1-8 0-1-8 16-2-12 12-1-4 31-11-12 15-9-0 1-3-0 2-6-0 1-7-4 2-4-0 0-2-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [12:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,Edge], [24:0-1-8,Edge], [25:0-1-8,Edge], [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 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.23 0.04 (loc) 25-26 25-26 17 l/defl >857 >631 n/a L/d 480 360 n/a PLATES MT20 Weight: 140 lb FT = 0%F, 0%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-5-4, 26=0-5-8, 23=0-5-8 Max Grav 17=788(LC 11), 26=1083(LC 3), 23=1767(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/571, 3-4=0/571, 4-5=-1053/448, 5-6=-1053/448, 6-8=-1053/448, 8-9=0/1514, 9-10=0/1514, 10-11=-1652/0, 11-12=-1652/0, 12-13=-2056/0, 13-14=-1939/0, 14-15=-1939/0 BOT CHORD 25-26=-456/755, 24-25=-448/1053, 23-24=-726/476, 21-23=-262/688, 20-21=0/2056, 19-20=0/2056, 18-19=0/2056, 17-18=0/1237 WEBS 3-26=-274/0, 9-23=-282/0, 2-26=-602/0, 8-23=-1354/0, 4-26=-1049/0, 8-24=0/862, 4-25=0/459, 6-24=-322/0, 15-17=-1404/0, 10-23=-1800/0, 15-18=0/797, 10-21=0/1224, 14-18=-271/0, 11-21=-265/0, 12-21=-627/0 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 J1094006AF Truss F07 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852392 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:04 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-1zPL07rLbdOsWPMJUqnrZJ4Mw1SUNfPOWyUUcwz093j 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 1-6-01-6-0Plate 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 J1094006AF Truss F08 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852393 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-V9zjDSszMxWj8ZxW2YI45WcXaRoi66uXlcE19Mz093i 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 1-6-01-6-0Plate 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 J1094006AF Truss F09 Truss Type Floor Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852394 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:05 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-V9zjDSszMxWj8ZxW2YI45WcUCRkX64EXlcE19Mz093i 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 1-6-01-6-0Plate 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 J1094006AF Truss F10 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852395 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:06 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-zMX5Rosb7EeamjWicFpJek9iQq7yrZvh_Gzbhpz093h 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 1-6-01-6-0Plate 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 J1094006AF Truss F11 Truss Type Floor Qty 10 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852396 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:07 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-RY5Te8tDtYmRNs4u9yKYAxiqrEU0a0qqCwj8DFz093g 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 1-6-01-6-0Plate 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 J1094006AF Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852397 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:08 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-vkersUuresuI?0f5jgrnj9E02eveJRJzRaShlhz093f 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 1-6-01-6-0Plate 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 J1094006AF Truss F13 Truss Type Floor Qty 9 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852398 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-NxCE3qvTP919dAEHHNM0GMnAB2CD2wl7gECFI7z093e Scale = 1:32.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 2x4 2x4 4x6 3x6 4x6 4x4 3x4 3x6 3x6 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 1-6-01-3-01-6-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [2:0-3-0,Edge], [10:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.48 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 -0.01 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 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)1=0-3-8, 11=0-2-8, 12=0-5-8 Max Uplift 11=-233(LC 3) Max Grav 1=793(LC 3), 11=171(LC 4), 12=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-718/0, 2-3=-1364/0, 3-4=-1360/0, 4-5=-1198/0, 5-6=-1198/0, 6-7=-1198/0, 7-8=0/1082, 8-9=0/1081 BOT CHORD 15-16=0/718, 14-15=0/1449, 13-14=0/1198, 12-13=0/334, 11-12=-513/94 WEBS 2-16=-671/0, 1-16=0/993, 2-15=0/718, 7-12=-1562/0, 7-13=0/994, 6-13=-370/0, 4-14=-428/28, 9-11=-107/582, 9-12=-882/0 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) 11. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=233. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-17=-10, 1-10=-100 Concentrated Loads (lb) Vert: 18=-150 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 J1094006AF Truss F13A Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852399 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:09 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-NxCE3qvTP919dAEHHNM0GMnH42Jd20l7gECFI7z093e 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 1-6-01-6-0Plate 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 J1094006AF Truss F14 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852400 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:10 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-s7mcGAw5AT90EKpTr5uFoaKP5RbMnNiGvuxoqaz093d 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 1-6-01-6-0Plate 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 J1094006AF Truss F15 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852401 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:urGetCvyIvMMbAo7qLAIDTyLJpo-KJK_UWwkxnHssUOfOoPULnsanr_vWucQ7YhMM0z093c 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 1-6-01-6-0Plate 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 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 J1094006AF Truss F16 Truss Type Floor Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) I13852402 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:11 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:iXZ2hg7JcTj8L?AJyzLeSdz0ALK-KJK_UWwkxnHssUOfOoPULnseBr?9WvjQ7YhMM0z093c Scale = 1:10.512 4 3 1.5x4 3x4 1.5x4 3x4 0-10-4 0-10-4 0-7-4 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 7 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 0-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=40(LC 1), 3=40(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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 J1094006AF Truss F17 Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) I13852403 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 2 09:05:12 2021 Page 1 The Truss Company (Sumner), Sumner, WA - 98390, ID:iXZ2hg7JcTj8L?AJyzLeSdz0ALK-oWuMhsxMi4PjUezsyWwjt?Pp7FJCFJZZMCQvuSz093b Scale = 1:10.334 1 2 6 5 3x4 1.5x4 3x4 3x4 1.5x4 1.5x4 1-0-0 1-0-0 2-0-0 1-0-0 0-5-0 1-5-121-5-12LOADING (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 0.02 0.08 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=Mechanical Max Horz 1=249(LC 1), 5=-249(LC 1) Max Grav 1=236(LC 1), 5=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-370/0 NOTES-(7) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Non Standard bearing condition. Review required. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-10, 3-4=-100, 1-2=-100 Concentrated Loads (lb) Vert: 6=-350 July 2,2021 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