Loading...
Floor Truss Engineering250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by The Truss Company-Sumner, WA. September 17,2021 Baxter, David Pages or sheets covered by this seal: K10302473 thru K10302508 My license renewal date for the state of Washington is May 16, 2023. J1093180F Soundbuilt NW, LLC IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B1 Truss Type FLOOR BLOCKING Qty 16 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302473 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:39:57 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-QDDh3I_1eqAHATxuTU0p2ntatq8NrovsoWUlZHyd3gW Scale = 1:10.312 4 35 3x6 3x4 1.5x4 5x6 0-0-2 1-8-6 1-8-6 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.19 0.27 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 = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-8, 3=1-8-8 Max Uplift 4=-742(LC 6), 3=-742(LC 7) Max Grav 4=776(LC 5), 3=776(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-770/749, 1-2=-758/758 BOT CHORD 3-4=-758/758 WEBS 1-3=-1132/1132 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=742, 3=742. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 637 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 637.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B2 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302474 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:39:58 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-uPn3He?fP7I8odW50CX2a_QlcEVIaGf01ADJ5jyd3gV Scale = 1:10.312 4 35 3x6 3x4 1.5x4 5x6 0-0-2 1-4-14 1-4-14 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.15 0.24 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 = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-5-0, 3=1-5-0 Max Uplift 4=-745(LC 6), 3=-745(LC 7) Max Grav 4=772(LC 5), 3=772(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-767/750, 1-2=-591/591 BOT CHORD 3-4=-591/591 WEBS 1-3=-1002/1002 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=745, 3=745. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 637 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-14 for 637.1 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B3 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302475 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:39:59 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-McLSUz0HARQ?Pn4Hav3H7CywMdrdJjz9Gqzsd9yd3gU Scale = 1:10.312 4 35 3x6 3x4 1.5x4 5x6 0-0-2 1-4-6 1-4-6 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.14 0.24 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 = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-4-8, 3=1-4-8 Max Uplift 4=-746(LC 6), 3=-746(LC 7) Max Grav 4=771(LC 5), 3=771(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-766/751, 1-2=-567/567 BOT CHORD 3-4=-567/567 WEBS 1-3=-985/985 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=746, 3=746. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 637 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-6 for 637.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B4 Truss Type FLOOR BLOCKING Qty 17 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302476 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:39:59 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-McLSUz0HARQ?Pn4Hav3H7CywIdkrJk?9Gqzsd9yd3gU Scale = 1:10.412 4 35 1.5x4 3x4 1.5x4 3x4 1-8-6 1-8-6 1-5-6 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.58 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 3-4 3-4 3 l/defl >690 >556 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-2-0, 3=Mechanical Max Uplift 4=-449(LC 6), 3=-449(LC 7) Max Grav 4=490(LC 5), 3=490(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-482/457, 1-2=-480/480 BOT CHORD 3-4=-480/480 WEBS 1-3=-708/708 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=449, 3=449. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) This truss has been designed for a total drag load of 339 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-6 for 339.0 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B5 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302477 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:00 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-qovqhJ0vxlYs1xfT8daWgPV561CE2ASIVUjP9cyd3gT Scale = 1:10.312 4 35 3x6 3x4 1.5x4 5x6 0-0-2 1-2-6 1-2-6 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.12 0.22 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: 7 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-2-8, 3=1-2-8 Max Uplift 4=-747(LC 6), 3=-747(LC 7) Max Grav 4=769(LC 5), 3=769(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-765/752, 1-2=-472/472 BOT CHORD 3-4=-472/472 WEBS 1-3=-920/920 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=747, 3=747. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 637 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-6 for 637.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss B6 Truss Type FLOOR BLOCKING Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302478 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:00 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-qovqhJ0vxlYs1xfT8daWgPV561C82AOIVUjP9cyd3gT Scale = 1:10.312 4 35 3x6 3x4 1.5x4 5x6 0-0-2 1-2-14 1-2-14 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.12 0.23 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: 7 lb FT = 9% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 2-3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-3-0, 3=1-3-0 Max Uplift 4=-747(LC 6), 3=-747(LC 7) Max Grav 4=769(LC 5), 3=769(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-765/751, 1-2=-496/496 BOT CHORD 3-4=-496/496 WEBS 1-3=-936/936 NOTES-(8) 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 100 lb uplift at joint(s) except (jt=lb) 4=747, 3=747. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 637 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-2-14 for 637.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302479 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:02 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-nB0a6?2ATMoaGEpsF2c_lqaJHrq0W_JbynCWEUyd3gR Scale = 1:22.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 26 25 27 28 29 30 31 32 33 34 35 36 37 4x4 3x4 6x8 3x4 4x4 5x6 4x5 4x4 4x4 4x4 3x4 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 13-11-4 0-7-4 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [2:0-3-0,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-12,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.29 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) 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 13-11-4. (lb) - Max Horz 24=172(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13 except 24=-1283(LC 6), 23=-282(LC 6), 22=-1543(LC 7), 16=-1081(LC 6), 14=-1063(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 24=1303(LC 5), 13=299(LC 30), 23=345(LC 5), 22=1616(LC 4), 21=340(LC 22), 20=340(LC 23), 19=340(LC 24), 18=340(LC 25), 17=340(LC 26), 16=1154(LC 5), 15=340(LC 28), 14=1120(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1311/1297, 1-2=-842/843, 2-3=-2001/2049, 3-4=-1592/1551, 4-5=-1140/1144, 5-6=-688/692, 7-8=-665/669, 8-9=-1117/1121, 9-10=-1569/1573, 10-11=-929/943 BOT CHORD 23-24=-1416/1414, 22-23=-1927/1925, 21-22=-395/391, 20-21=-395/391, 19-20=-395/391, 18-19=-395/391, 17-18=-395/391, 16-17=-395/391, 15-16=-689/688, 14-15=-1770/1770, 13-14=-565/565 WEBS 2-23=-1622/1582, 10-15=-1146/1105, 11-14=-1108/1074, 1-23=-1670/1672, 2-22=-2154/2150, 11-15=-1555/1554, 10-16=-1555/1550 NOTES-(13) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 24=1283, 23=282, 22=1543, 16=1081, 14=1063. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 339 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 11-11-4 to 13-11-4 for 1181.4 plf. 11) 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. 12) CAUTION, Do not erect truss backwards. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F02 Truss Type Floor Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302480 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:03 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-FNayKL3oDgwRuOO2pl7DH27UgF5nFRZlBRx3mxyd3gQ Scale: 1/2"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 15 1416 17 18 19 20 3x6 5x6 1.5x4 6x10 4x4 3x6 5x8 5x6 1.5x4 3x4 3x4 3x6 3x6 13-11-4 13-11-4 2-6-0 0-2-4 0-1-8 1- 6 - 0 1- 0 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [8:Edge,0-3-0], [9:0-3-0,Edge], [10:0-3-0,0-0-0], [12:0-3-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.58 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 0.01 (loc) 8-9 8-9 8 l/defl >999 >860 n/a L/d 480 360 n/a PLATES MT20 Weight: 81 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 16=0-3-8 Max Grav 8=743(LC 1), 16=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-15=-8/312, 1-15=-8/312, 1-2=-1307/0, 2-3=-1305/0, 3-4=-1886/0, 4-5=-1843/0, 5-6=-1843/0 BOT CHORD 11-12=0/1886, 10-11=0/1886, 9-10=0/1886, 8-9=0/1264 WEBS 6-8=-1392/0, 1-12=0/1344, 6-9=0/651, 2-12=-284/0, 5-9=-259/0, 3-12=-654/0, 4-9=-283/329, 3-11=-125/316, 4-10=-291/145, 1-16=-825/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F02A Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302481 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:04 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-jZ8LXh4Q_z2IWYzENSeSqFgfPeR0_upuP5hdINyd3gP Scale: 1/2"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 15 1416 17 18 19 20 3x6 5x6 1.5x4 6x10 4x4 3x6 5x8 5x6 1.5x4 3x4 3x4 3x6 3x6 13-11-4 13-11-4 2-6-0 0-2-4 0-1-8 1- 6 - 0 1- 0 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [2:0-1-8,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [8:Edge,0-3-0], [9:0-3-0,Edge], [10:0-3-0,0-0-0], [12:0-3-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.58 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 0.01 (loc) 8-9 8-9 8 l/defl >999 >860 n/a L/d 480 360 n/a PLATES MT20 Weight: 81 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 16=0-3-8 Max Grav 8=743(LC 1), 16=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-15=-8/312, 1-15=-8/312, 1-2=-1307/0, 2-3=-1305/0, 3-4=-1886/0, 4-5=-1843/0, 5-6=-1843/0 BOT CHORD 11-12=0/1886, 10-11=0/1886, 9-10=0/1886, 8-9=0/1264 WEBS 6-8=-1392/0, 1-12=0/1344, 6-9=0/651, 2-12=-284/0, 5-9=-259/0, 3-12=-654/0, 4-9=-283/329, 3-11=-125/316, 4-10=-291/145, 1-16=-825/0 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F03 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302482 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:06 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-fyG5yN5gWbI0ls7dUthwvglzpS8YSoxBtPAkNFyd3gN Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 28 29 30 31 32 33 34 35 3x6 FP4x5 4x5 5x6 3x6 FP3x6 5x8 5x6 3x6 4x10 5x6 5x8 3x4 3x4 3x6 3x6 3x6 FP 1-4-0 1-4-0 2-4-8 1-0-8 2-8-0 0-3-8 4-0-0 1-4-0 4-5-8 0-5-8 21-4-8 16-11-0 1-4-0 2-6-0 1-2-0 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-3-0], [2:0-3-0,Edge], [3:0-2-12,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge], [12:Edge,0-1-8], [13:0-3-0,Edge], [17:0-3-8,Edge], [19:0-2-4,Edge], [22: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.57 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.02 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 123 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-2-0 except (jt=length) 12=Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21 except 22=-511(LC 4), 20=-200(LC 10) Max Grav All reactions 250 lb or less at joint(s) 22 except 12=792(LC 4), 19=1876(LC 1), 21=324(LC 16), 20=284(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1689, 3-5=0/1706, 5-6=-1354/0, 6-7=-1354/0, 7-8=-2114/0, 8-9=-2041/0, 9-10=-2041/0 BOT CHORD 21-22=-602/12, 20-21=-602/12, 19-20=-602/12, 16-17=0/2114, 15-16=0/2114, 13-15=0/2114, 12-13=0/1300 WEBS 3-19=-268/0, 2-19=-1359/0, 2-22=-26/802, 10-12=-1460/0, 5-19=-2067/0, 10-13=0/833, 5-17=0/1362, 9-13=-268/0, 6-17=-253/0, 8-13=-287/345, 7-17=-850/0 NOTES-(10) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 22=511, 20=200. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F04 Truss Type FLOOR Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302483 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:07 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-78qT9j6IHuQtN0ip2bC9SuIEhsTVBG8K63vHviyd3gM Scale = 1:29.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 1.5x4 5x6 1.5x4 3x8 3x8 5x8 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 17-4-4 17-4-4 2-6-0 1-5-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [9:Edge,0-3-0], [10:0-4-0,Edge], [11:0-3-0,0-0-0], [13:0-2-12,Edge], [14:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.59 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.22 0.03 (loc) 11-12 11-12 9 l/defl >999 >915 n/a L/d 480 360 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 9=Mechanical Max Grav 14=941(LC 1), 9=941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2606/0, 3-4=-2606/0, 4-5=-3052/0, 5-6=-2606/0, 6-7=-2606/0 BOT CHORD 13-14=0/1665, 12-13=0/3052, 11-12=0/3052, 10-11=0/3052, 9-10=0/1585 WEBS 7-9=-1781/0, 2-14=-1833/0, 7-10=0/1147, 2-13=0/1059, 6-10=-269/0, 3-13=-269/0, 5-10=-712/192, 4-13=-712/192 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F05 Truss Type FLOOR Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302484 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:08 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-bKOrN27x2CZj_9G0cIjO_5qPSGoowjbUKjfqS8yd3gL Scale = 1:33.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 5x6 1.5x4 5x6 1.5x4 3x6 3x8 5x6 3x8 5x8 5x8 1.5x4 1.5x4 3x4 3x4 3x6 3x6 1-11-12 1-11-12 2-1-4 0-1-8 19-4-4 17-3-0 1-8-12 2-6-0 1-6-0 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-3-0], [11:0-4-0,Edge], [12:0-3-0,0-0-0], [14:0-4-0,Edge], [15:0-3-0,Edge], [16:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.59 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.23 0.03 (loc) 13 12-13 10 l/defl >999 >912 n/a L/d 480 360 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (size)10=Mechanical, 15=0-5-8 Max Grav 10=942(LC 4), 15=1168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-108/445, 3-4=-2605/0, 4-5=-2605/0, 5-6=-3061/0, 6-7=-2611/0, 7-8=-2611/0 BOT CHORD 15-16=-448/102, 14-15=0/1592, 13-14=0/3061, 12-13=0/3061, 11-12=0/3061, 10-11=0/1587 WEBS 2-15=-329/15, 2-16=-127/524, 8-10=-1784/0, 3-15=-1761/0, 8-11=0/1150, 3-14=0/1161, 7-11=-269/0, 4-14=-274/0, 6-11=-715/197, 5-14=-755/132 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F06 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302485 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:09 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-4XxEaO7ZpWhacJrCA0EdXJNYyf9HfBWdZNOO_ayd3gK Scale = 1:27.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 5x6 1.5x4 3x4 4x6 3x6 5x6 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x6 2-3-12 2-3-12 16-3-4 13-11-8 1-11-4 2-6-0 0-8-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [9:Edge,0-3-0], [10:0-3-0,Edge], [12:0-1-8,Edge], [13:0-3-0,Edge], [14:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.57 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.19 0.01 (loc) 9-10 9-10 9 l/defl >999 >873 n/a L/d 480 360 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size)14=2-5-8, 9=0-2-8, 13=2-5-8 Max Uplift 14=-594(LC 4) Max Grav 14=151(LC 12), 9=665(LC 4), 13=1605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/962, 3-4=-1331/0, 4-5=-1331/0, 5-6=-1557/0, 6-7=-1557/0 BOT CHORD 13-14=-965/0, 12-13=0/463, 11-12=0/1331, 10-11=0/1331, 9-10=0/1074 WEBS 2-13=-806/0, 2-14=0/1102, 7-9=-1201/0, 3-13=-1593/0, 7-10=0/543, 3-12=0/984, 6-10=-269/0, 5-10=-124/462 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=594. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F07 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302486 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:10 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-YjVcok8BappRETQOjjls4WvlW3UBNeRno18xW1yd3gJ Scale = 1:27.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 5x6 5x6 1.5x4 3x4 3x8 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 16-3-8 16-3-8 2-6-0 0-3-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [9:Edge,0-3-0], [10:0-1-12,Edge], [11:0-3-0,0-0-0], [13:0-2-8,Edge], [14:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.59 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.02 (loc) 9-10 9-10 9 l/defl >999 >928 n/a L/d 480 360 n/a PLATES MT20 Weight: 91 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 9=0-2-8 Max Grav 14=879(LC 1), 9=879(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2364/0, 3-4=-2364/0, 4-5=-2696/0, 5-6=-2379/0, 6-7=-2379/0 BOT CHORD 13-14=0/1539, 12-13=0/2696, 11-12=0/2696, 10-11=0/2696, 9-10=0/1495 WEBS 7-9=-1671/0, 2-14=-1695/0, 7-10=0/994, 2-13=0/928, 6-10=-257/0, 3-13=-259/0, 5-10=-505/232, 4-13=-516/223 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F08 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302487 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:11 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-0v3_?49pL7xIrd?aHRG5ckSwGTqQ65rw0htV2Tyd3gI Scale = 1:31.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101920212223 5x6 3x6 1.5x4 3x4 3x6 3x8 5x6 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 1.5x4 1.5x4 1-4-0 1-4-0 2-1-0 0-9-0 18-1-12 16-0-12 1-10-0 2-6-0 0-2-4 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:Edge,0-3-0], [11:0-1-12,Edge], [14:0-2-12,Edge], [15:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.59 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.03 (loc) 10-11 10-11 10 l/defl >999 >929 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-2-8, 15=0-5-8 Max Grav 10=873(LC 4), 15=1113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-101/474, 3-4=-2331/0, 4-5=-2331/0, 5-6=-2663/0, 6-7=-2354/0, 7-8=-2354/0 BOT CHORD 15-16=-474/101, 14-15=-27/1452, 13-14=0/2663, 12-13=0/2663, 11-12=0/2663, 10-11=0/1483 WEBS 2-15=-363/13, 2-16=-121/565, 8-10=-1657/0, 3-15=-1613/0, 8-11=0/979, 3-14=0/1016, 4-14=-260/0, 6-11=-418/240, 5-14=-445/162 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Gable studs spaced at 1-4-0 oc. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F09 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302488 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:12 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-U6dMDQAR6R39Tnanr8nK9x?50tAfrY53FLd2bvyd3gH Scale = 1:31.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021 5x6 3x6 1.5x4 3x4 3x6 3x8 5x6 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 2-1-0 2-1-0 18-1-12 16-0-12 1-10-0 2-6-0 0-2-4 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:Edge,0-3-0], [11:0-1-12,Edge], [12:0-3-0,0-0-0], [14:0-2-12,Edge], [15:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.59 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.03 (loc) 10-11 10-11 10 l/defl >999 >929 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-2-8, 15=0-5-8 Max Grav 10=873(LC 4), 15=1113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-101/474, 3-4=-2331/0, 4-5=-2331/0, 5-6=-2663/0, 6-7=-2354/0, 7-8=-2354/0 BOT CHORD 15-16=-474/101, 14-15=-27/1452, 13-14=0/2663, 12-13=0/2663, 11-12=0/2663, 10-11=0/1483 WEBS 2-15=-363/13, 2-16=-121/565, 8-10=-1657/0, 3-15=-1613/0, 8-11=0/979, 3-14=0/1016, 7-11=-256/0, 4-14=-263/0, 6-11=-488/240, 5-14=-536/162, 5-13=-220/272, 6-12=-251/241 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) 10. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F10 Truss Type FLOOR Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302489 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:13 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-yIBkQmB3tkB05x9zPrJZh9XGmHWva?ODU?Mb7Lyd3gG Scale = 1:30.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021 5x6 3x6 1.5x4 3x4 3x6 3x8 5x6 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 2-1-0 2-1-0 18-0-12 15-11-12 1-10-0 2-6-0 2-5-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:Edge,0-3-0], [11:0-2-0,Edge], [12:0-3-0,0-0-0], [14:0-2-12,Edge], [15:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.59 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.03 (loc) 10-11 10-11 10 l/defl >999 >925 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-1-8, 15=0-5-8 Max Grav 10=868(LC 4), 15=1108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-101/474, 3-4=-2313/0, 4-5=-2313/0, 5-6=-2637/0, 6-7=-2336/0, 7-8=-2336/0 BOT CHORD 15-16=-474/101, 14-15=-29/1443, 13-14=0/2637, 12-13=0/2637, 11-12=0/2637, 10-11=0/1473 WEBS 2-15=-363/13, 2-16=-120/565, 8-10=-1647/0, 3-15=-1603/0, 8-11=0/969, 3-14=0/1005, 7-11=-255/0, 4-14=-261/0, 6-11=-475/243, 5-14=-524/165, 5-13=-234/292, 6-12=-271/254 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) 10. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F10A Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302490 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:15 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-uhJVrSCKPMRkKEJMWGL1nadcG4BN2vtWxJriBEyd3gE Scale = 1:30.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021 5x6 3x6 1.5x4 3x4 3x6 3x8 5x6 3x8 5x6 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 2-1-0 2-1-0 18-0-12 15-11-12 1-10-0 2-6-0 2-5-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:Edge,0-3-0], [11:0-2-0,Edge], [12:0-3-0,0-0-0], [14:0-2-12,Edge], [15:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.59 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 0.03 (loc) 10-11 10-11 10 l/defl >999 >925 n/a L/d 480 360 n/a PLATES MT20 Weight: 102 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-1-8, 15=0-5-8 Max Grav 10=868(LC 4), 15=1108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-101/474, 3-4=-2313/0, 4-5=-2313/0, 5-6=-2637/0, 6-7=-2336/0, 7-8=-2336/0 BOT CHORD 15-16=-474/101, 14-15=-29/1443, 13-14=0/2637, 12-13=0/2637, 11-12=0/2637, 10-11=0/1473 WEBS 2-15=-363/13, 2-16=-120/565, 8-10=-1647/0, 3-15=-1603/0, 8-11=0/969, 3-14=0/1005, 7-11=-255/0, 4-14=-261/0, 6-11=-475/243, 5-14=-524/165, 5-13=-234/292, 6-12=-271/254 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) 10. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F11 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302491 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:16 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Mttt2nDyAfZbyOuY4_sGJn9npUbinMZfAzbFkgyd3gD Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 163132333435363738394041424344 4x4 3x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 3x6 4x4 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 18-0-12 0-8-12 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.33 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-0-12. (lb) - Max Horz 30=-127(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28 except 30=-1204(LC 6), 16=-1376(LC 7), 29=-201(LC 7), 27=-1061(LC 7), 19=-1170(LC 6), 17=-180(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 30=1233(LC 5), 16=1387(LC 4), 29=340(LC 23), 28=340(LC 24), 27=1134(LC 4), 26=340(LC 26), 25=340(LC 27), 24=340(LC 28), 23=340(LC 29), 22=340(LC 30), 21=340(LC 31), 20=340(LC 32), 19=1242(LC 5), 18=340(LC 34), 17=329(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-1228/1209, 15-16=-1386/1377, 1-2=-1084/1081, 2-3=-1648/1648, 3-4=-2214/2262, 4-5=-1807/1810, 5-6=-1355/1358, 6-7=-903/906, 7-8=-451/454, 8-9=-451/454, 9-10=-903/906, 10-11=-1355/1358, 11-12=-1807/1765, 12-13=-2258/2262, 13-14=-1543/1543, 14-15=-586/584 BOT CHORD 29-30=-2073/2073, 28-29=-1967/1970, 27-28=-1015/1014, 18-19=-1218/1219, 17-18=-2360/2362, 16-17=-925/925 WEBS 2-29=-1014/971, 3-28=-1115/1076, 13-18=-1227/1187, 14-17=-1197/1164, 1-29=-1656/1660, 2-28=-1373/1368, 3-27=-1531/1527, 15-17=-1503/1509, 14-18=-1643/1640, 13-19=-1683/1677 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) 28 except (jt=lb) 30=1204, 16=1376, 29=201, 27=1061, 19=1170, 17=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss has been designed for a total drag load of 339 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 16-0-12 to 18-0-12 for 1531.0 plf. Continued on page 2 September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F11 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302491 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:17 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-r3QFG7EawzhSZYSkehNVs?iyYuxwWppoPdKpG7yd3gC NOTES-(11) 10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302492 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:19 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-nSY?hpFqSaxApsc7l6QzxQnHghdG_jI5sxpwK?yd3gA Scale = 1:30.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x4 5x6 4x4 5x6 4x4 4x4 4x4 4x4 4x4 4x4 4x4 4x4 3x6 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 18-2-12 0-10-12 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [15:0-1-8,Edge], [16:Edge,0-1-8], [18:0-1-8,Edge], [19:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [29:0-1-8,Edge], [30:0-1-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.34 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-2-12. (lb) - Max Horz 30=149(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 18 except 30=-1136(LC 6), 16=-1487(LC 7), 29=-166(LC 7), 27=-1043(LC 7), 19=-1134(LC 6), 17=-341(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 30=1165(LC 5), 16=1503(LC 4), 29=340(LC 23), 28=340(LC 24), 27=1115(LC 4), 26=340(LC 26), 25=340(LC 27), 24=340(LC 28), 23=340(LC 29), 22=340(LC 30), 21=340(LC 31), 20=340(LC 32), 19=1207(LC 5), 18=340(LC 34), 17=394(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-1160/1141, 15-16=-1502/1491, 1-2=-1020/1017, 2-3=-1551/1552, 3-4=-2099/2148, 4-5=-1693/1696, 5-6=-1241/1244, 6-7=-789/792, 7-8=-337/340, 8-9=-565/568, 9-10=-1017/1020, 10-11=-1469/1472, 11-12=-1921/1879, 12-13=-2372/2376, 13-14=-1692/1691, 14-15=-814/811 BOT CHORD 29-30=-1814/1814, 28-29=-1781/1784, 27-28=-862/862, 18-19=-1319/1320, 17-18=-2413/2416, 16-17=-1123/1123 WEBS 2-29=-980/937, 3-28=-1097/1058, 13-18=-1191/1151, 14-17=-1150/1116, 1-29=-1563/1567, 2-28=-1326/1321, 3-27=-1505/1502, 15-17=-1677/1682, 14-18=-1575/1572, 13-19=-1633/1628 NOTES-(13) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 18 except (jt=lb) 30=1136, 16=1487, 29=166, 27=1043, 19=1134, 17=341. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 339 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 16-2-12 to 18-2-12 for 1544.9 plf.Continued on page 2 September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F12 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302492 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:19 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-nSY?hpFqSaxApsc7l6QzxQnHghdG_jI5sxpwK?yd3gA NOTES-(13) 11) 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. 12) CAUTION, Do not erect truss backwards. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F13 Truss Type FLOOR Qty 7 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302493 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:20 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Fe6Ou9GSDu31Q?BJJqxCUdKSf5v5j8uF5bZTtRyd3g9 Scale = 1:31.3 1 2 3 4 5 6 7 8 9 15 14 1312 11 10 16 17 18 19 20 5x6 5x6 1.5x4 1.5x4 3x8 3x8 5x8 5x8 1.5x4 1.5x4 3x4 3x4 3x6 3x6 1.5x4 18-2-12 18-2-12 2-6-0 0-1-8 2-2-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [2:0-3-8,Edge], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-3-0], [11:0-4-0,Edge], [14:0-4-0,Edge], [15:Edge,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.62 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.28 0.03 (loc) 11-12 11-12 10 l/defl >999 >783 n/a L/d 480 360 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 15=Mechanical Max Grav 10=989(LC 1), 15=989(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2788/0, 3-4=-2788/0, 4-5=-3351/0, 5-6=-3351/0, 6-7=-2793/0, 7-8=-2793/0 BOT CHORD 14-15=0/1678, 13-14=0/3351, 12-13=0/3351, 11-12=0/3327, 10-11=0/1767 WEBS 8-10=-1946/0, 2-15=-1886/0, 8-11=0/1154, 2-14=0/1247, 3-14=-255/0, 6-11=-600/50, 4-14=-729/125, 6-12=-261/325, 4-13=-240/255, 5-12=-107/269 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F13A Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302494 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:21 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-jqgm6VH4_CBt29mVtXSR0rtdPVEKSb7OKFI0Puyd3g8 Scale = 1:31.3 1 2 3 4 5 6 7 8 9 15 14 1312 11 10 16 17 18 19 20 5x6 5x6 1.5x4 1.5x4 3x8 3x8 5x8 5x8 1.5x4 1.5x4 3x4 3x4 3x6 3x6 1.5x4 18-2-12 18-2-12 2-6-0 0-1-8 2-2-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [2:0-3-8,Edge], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:Edge,0-3-0], [11:0-4-0,Edge], [14:0-4-0,Edge], [15:Edge,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.62 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.28 0.03 (loc) 11-12 11-12 10 l/defl >999 >783 n/a L/d 480 360 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 15=Mechanical Max Grav 10=989(LC 1), 15=989(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2788/0, 3-4=-2788/0, 4-5=-3351/0, 5-6=-3351/0, 6-7=-2793/0, 7-8=-2793/0 BOT CHORD 14-15=0/1678, 13-14=0/3351, 12-13=0/3351, 11-12=0/3327, 10-11=0/1767 WEBS 8-10=-1946/0, 2-15=-1886/0, 8-11=0/1154, 2-14=0/1247, 3-14=-255/0, 6-11=-600/50, 4-14=-729/125, 6-12=-261/325, 4-13=-240/255, 5-12=-107/269 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F14 Truss Type Floor Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302495 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:22 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-B1E8JrHjlVJkgJLiQEzgZ2Po6vagB_4YYv2axKyd3g7 Scale = 1:31.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016171819 3x6 5x6 1.5x4 6x6 4x4 6x8 3x8 5x8 3x6 1.5x4 4x5 3x4 1.5x4 3x6 1.5x4 17-9-0 17-9-0 17-11-4 0-2-4 2-6-0 1-9-0 0-3-0 0-2-4 1- 6 - 0 1- 3 - 0 1- 6 - 0 0- 1 - 8 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-2-4,Edge], [12:0-3-0,Edge], [14:0-4-0,Edge], [15:Edge,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.61 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.25 -0.01 (loc) 13-14 13-14 9 l/defl >999 >832 n/a L/d 480 360 n/a PLATES MT20 Weight: 100 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=Mechanical, 9=0-1-12 Max Grav 15=969(LC 1), 9=969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-47/308, 2-3=-2717/0, 3-4=-2717/0, 4-5=-3227/0, 5-6=-3227/0, 6-7=-3227/0, 7-8=-1692/0, 8-9=-1694/0 BOT CHORD 14-15=0/1643, 13-14=0/3212, 12-13=0/3227, 11-12=0/2719 WEBS 9-11=0/1874, 2-15=-1846/0, 2-14=0/1206, 7-11=-1154/0, 7-12=0/683, 4-14=-556/71, 4-13=-240/302 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F15 Truss Type Floor Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302496 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:23 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-fDoWWBILWpRbHTwu_yUv5Gyw8JvCwPwhnZn7Tmyd3g6 Scale = 1:37.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 1716 15 14 13 12 21 22 23 24 25 26 5x6 3x6 FP 1.5x4 3x6 FP 3x6 6x8 6x10 4x10 5x8 3x8 1.5x4 5x6 3x4 1.5x4 4x5 3x4 1.5x4 3x6 3x6 FP 3x6 21-2-0 21-2-0 21-4-4 0-2-4 2-6-0 0-2-0 0-1-8 0-2-4 1- 6 - 0 1- 3 - 0 1- 6 - 0 0- 1 - 8 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [7:0-1-8,Edge], [10:0-2-12,Edge], [11:0-1-8,Edge], [13:0-3-8,Edge], [15:0-2-0,Edge], [16:0-3-0,0-0-0], [17:0-3-0,Edge], [19:0-3-12,Edge], [20:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.66 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.48 -0.03 (loc) 16 16 11 l/defl >724 >527 n/a L/d 480 360 n/a PLATES MT20 Weight: 119 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 11=0-1-12 Max Grav 20=1150(LC 1), 11=1150(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-44/307, 2-3=-3418/0, 3-5=-3418/0, 5-6=-4596/0, 6-7=-4596/0, 7-8=-4291/0, 8-9=-4291/0, 9-10=-2055/0, 10-11=-2058/0 BOT CHORD 19-20=0/2097, 17-19=0/4273, 16-17=0/4596, 15-16=0/4596, 13-15=0/3426 WEBS 11-13=0/2276, 2-20=-2309/0, 2-19=0/1486, 9-13=-1540/0, 9-15=0/972, 5-19=-960/0, 8-15=-265/0, 5-17=-112/614, 7-15=-622/227, 7-16=-299/251 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F16 Truss Type Floor Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302497 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:25 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-ccvHxsKb2QiJXn4H5NWNAh1EC6cvOOS_EsGEYfyd3g4 Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 5x6 3x6 FP 1.5x4 3x6 1.5x4 3x6 FP 3x4 5x6 3x8 4x10 5x6 1.5x4 1.5x4 3x4 5x8 3x4 3x6 3x6 3x4 5x8 3x8 4x5 5x6 1.5x4 1.5x4 3x6 3x6 FP 17-7-0 17-7-0 29-6-8 11-11-8 31-7-4 2-0-12 2-6-0 1-8-8 1-5-8 1-9-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,Edge], [17:0-3-0,Edge], [18:0-3-0,Edge], [19:0-1-8,Edge], [21:0-2-12,Edge], [22:0-2-12,Edge], [24:0-3-0,Edge], [26:0-2-8,Edge], [27:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.58 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.21 0.02 (loc) 25-26 25-26 17 l/defl >999 >995 n/a L/d 480 360 n/a PLATES MT20 Weight: 170 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)27=0-3-8, 17=0-5-8, 21=0-3-8 Max Grav 27=852(LC 5), 17=812(LC 4), 21=1921(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2273/0, 3-4=-2273/0, 4-5=-2460/0, 5-7=-1700/0, 7-8=-1700/0, 8-9=0/1636, 9-10=0/1636, 10-11=-1093/362, 11-12=-1093/362, 12-13=-1093/362, 13-14=-125/470 BOT CHORD 26-27=0/1487, 25-26=0/2460, 24-25=0/2460, 22-24=0/2460, 21-22=-237/468, 19-21=-824/474, 18-19=-362/1093, 17-18=-221/850, 16-17=-470/125 WEBS 9-21=-280/0, 14-17=-362/38, 2-27=-1638/0, 8-21=-2030/0, 2-26=0/884, 8-22=0/1438, 3-26=-277/0, 7-22=-269/0, 4-26=-406/317, 5-22=-1008/2, 4-25=-257/114, 5-24=-54/291, 13-17=-944/76, 10-21=-1525/0, 13-18=-209/334, 10-19=0/972, 11-19=-269/0, 14-16=-150/563 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F17 Truss Type FLOOR GIRDER Qty 2 Ply 2 Soundbuilt NW, LLC Job Reference (optional) K10302498 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:26 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-4oTf9CLDpkqA8wfTf42cjuaXjW247zL7TW0n45yd3g3 Scale = 1:10.212 4 3567 2x4 4x4 4x4 1.5x4 JUS46JUS44 JUS44 3-5-4 3-5-4 2-10-4 1- 5 - 1 2 1- 5 - 1 2 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 35 lb FT = 20% 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 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-2-0 Max Grav 4=607(LC 1), 3=552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use MiTek JUS46 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent at 1-7-4 from the left end to connect truss(es) to front face of bottom chord. 9) Use MiTek JUS44 (With 4-16d nails into Girder & 2-16d nails into Truss) or equivalent spaced at 1-6-0 oc max. starting at 0-10-12 from the left end to 2-4-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) 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: 3-4=-10, 1-2=-100 Concentrated Loads (lb) Vert: 5=-81(B) 6=-651(F) 7=-81(B) September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F17A Truss Type FLOOR GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) K10302499 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:27 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:?yxMx7ule_WCbSZTPIBiFKz3TYE-Y_11MYLra2y1m4DfDoZrG67gxwDMsIJHiAlLcXyd3g2 Scale = 1:29.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 111718192021 1.5x4 1.5x4 4x16 4x8 3x4 4x8 3x4 4x4 3x8 1.5x4 3x4 3x8 1.5x4 3x4 3x6 4x4 Special Special 4-2-12 4-2-12 8-3-12 4-1-0 12-4-12 4-1-0 12-5-4 0-0-8 14-4-12 1-11-8 17-8-12 3-4-0 1-10-12 1-7-14 1-2-12 1-3-15 1-3-15 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [8:0-3-4,0-2-0], [9:0-2-4,0-1-8], [12:0-3-4,0-2-0], [15:0-2-8,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.83 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.30 0.06 (loc) 13-14 13-14 11 l/defl >960 >707 n/a L/d 480 360 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* 7-13,8-12: 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-1-12, 11=0-3-8 Max Grav 16=1246(LC 1), 11=1867(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3470/0, 3-4=-3470/0, 4-5=-5404/0, 5-6=-5404/0, 6-7=-5794/0, 7-8=-5794/0, 8-9=-4460/0 BOT CHORD 15-16=0/1932, 14-15=0/4616, 13-14=0/5785, 12-13=0/4460, 11-12=0/2192 WEBS 8-13=0/1551, 8-12=-969/0, 2-16=-2177/0, 2-15=0/1780, 4-15=-1326/0, 4-14=0/912, 6-14=-441/52, 6-13=-158/276, 9-12=0/2759, 9-11=-2746/0 NOTES-(8) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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, 2x10 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 597 lb down at 12-4-12, and 597 lb down at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-10, 1-10=-100 Concentrated Loads (lb) Vert: 13=-597(F) 12=-597(F)September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F18 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302500 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:30 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-yZjA_aOktzKcdYyEuw6Ytkk7g7KI3eUjO8_?Dsyd3g? Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 6x6 3x6 FP 6x6 4x5 3x6 FP 5x6 4x4 4x4 3x4 3x4 3x4 3x4 4x4 4x4 4x4 3x4 4x4 3x4 3x4 3x4 3x4 4x5 3x4 4x6 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 29-9-0 0-5-0 0-1-8 0-1-8 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [5:0-1-8,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [23:0-1-8,Edge], [25:0-2-0,Edge], [26:0-1-8,Edge], [27:0-1-8,Edge], [28:0-1-8,Edge], [30:0-1-8,Edge], [43:0-1-8,Edge], [46:0-1-8,Edge], [47:0-1-8,Edge], [48: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.56 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.04 (loc) - - 30 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 29-9-0. (lb) - Max Horz 48=-1112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 27 except 48=-2001(LC 6), 25=-1297(LC 7), 47=-965(LC 7), 46=-227(LC 7), 44=-285(LC 6), 43=-1072(LC 7), 30=-1058(LC 6), 29=-335(LC 7), 26=-567(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 48=2029(LC 5), 25=1334(LC 4), 47=1030(LC 4), 46=341(LC 32), 45=340(LC 33), 44=355(LC 3), 43=1143(LC 4), 42=340(LC 36), 41=340(LC 37), 40=340(LC 38), 39=340(LC 39), 38=340(LC 40), 37=340(LC 41), 36=340(LC 42), 35=340(LC 43), 33=340(LC 44), 32=340(LC 45), 31=340(LC 46), 30=1129(LC 5), 29=403(LC 4), 28=340(LC 49), 27=340(LC 50), 26=645(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-48=-2026/2007, 24-25=-1332/1308, 1-2=-1732/1727, 2-3=-2370/2369, 3-4=-2658/2657, 4-5=-2969/2970, 5-6=-3546/3593, 6-7=-3139/3096, 7-8=-2687/2689, 8-10=-2235/2237, 10-11=-1783/1785, 11-12=-1331/1333, 12-13=-879/881, 13-14=-427/429, 14-15=-475/478, 15-16=-927/930, 16-17=-1379/1382, 17-18=-1831/1834, 18-19=-2283/2241, 19-20=-2690/2738, 20-21=-2127/2128, 21-22=-1879/1878, 22-23=-1734/1732, 23-24=-1503/1497 BOT CHORD 47-48=-4067/4068, 46-47=-4070/4075, 45-46=-3081/3083, 44-45=-2342/2342, 43-44=-1579/1578, 42-43=-505/503, 41-42=-505/503, 40-41=-505/503, 39-40=-505/503, 38-39=-505/503, 37-38=-505/503, 36-37=-505/503, 35-36=-505/503, 33-35=-505/503, 32-33=-505/503, 31-32=-505/503, 30-31=-505/503, 29-30=-558/557, 28-29=-1258/1259, 27-28=-1855/1857, 26-27=-2545/2551, 25-26=-3977/3979 WEBS 2-47=-1045/1004, 3-46=-789/748, 4-45=-816/775, 5-44=-1127/1086, 20-29=-1112/1072, 21-28=-753/711, 22-27=-641/602, 23-26=-740/693, 1-47=-2616/2623, 2-46=-1424/1420, 3-45=-1065/1063, 24-26=-1939/1945, 23-27=-997/990, 22-28=-859/858, 4-44=-1098/1096, 5-43=-1546/1543, 21-29=-1009/1007, 20-30=-1525/1523 NOTES-(12) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).Continued on page 2 September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F18 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302500 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:31 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-QmHYCwOMdGSTFiXQSddnQyHIPXgXo5ksdojYmJyd3g_ NOTES-(12) 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 27 except (jt=lb) 48=2001, 25=1297, 47=965, 46=227 , 44=285, 43=1072, 30=1058, 29=335, 26=567. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 339 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 27-9-0 to 29-9-0 for 2521.3 plf. 11) 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. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F19 Truss Type Floor Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302501 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:32 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-uyqwPGP_OaaKtr6d0L80z9qXGx2DXeI0rST6Hlyd3fz Scale = 1:17.5 1 2 3 4 5 6 11 10 9 8 7121314 3x6 3x6 1.5x4 4x5 3x4 5x6 4x5 3x4 3x6 1.5x4 3x6 0-2-4 0-2-4 8-1-0 7-10-12 10-1-12 2-0-12 2-6-0 0-3-0 2-1-12 1-9-12 0-2-4 1- 6 - 0 1- 3 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [2:0-1-8,Edge], [8:0-3-0,Edge], [10:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.41 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.10 -0.00 (loc) 8-9 8-9 7 l/defl >999 >954 n/a L/d 480 360 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)7=Mechanical, 1=0-1-12, 8=0-5-8 Max Uplift 7=-193(LC 13) Max Grav 7=279(LC 19), 1=405(LC 15), 8=745(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-18/309, 1-2=-533/0, 2-3=-531/0, 3-4=-531/0 BOT CHORD 9-10=0/531, 8-9=0/445 WEBS 5-8=-383/0, 1-10=0/588, 4-8=-708/0, 2-10=-273/112, 4-9=0/297 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=193. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) CAUTION, Do not erect truss backwards. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F20 Truss Type FLOOR GIRDER Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10302502 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:34 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-rLygqxREwBq169G?7mBU2avmbkci?NFJJmyCLeyd3fx Scale = 1:30.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1223242526272829303132333435363738 4x4 3x6 4x10 12x12 6x12 2x4 4x10 3x6 4x10 2x4 3x6 3x8 2x4 4x8 10x10 2x4 5x12 12x16 MT18HS 6x10 MT18HSJUS48JUS48 Special JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 JUS48 Special 2-1-5 2-1-5 3-10-14 1-9-9 5-8-8 1-9-9 7-6-1 1-9-9 9-3-10 1-9-9 11-1-3 1-9-9 12-10-12 1-9-9 14-8-6 1-9-9 16-5-15 1-9-9 18-3-4 1-9-5 1-6-1 1-2-1 1- 5 - 1 2 1- 5 - 1 2 Plate Offsets (X,Y)-- [2:0-4-0,0-2-0], [4:0-3-0,0-2-0], [11:Edge,0-1-8], [13:0-5-8,Edge], [14:0-2-8,0-2-8], [15:0-5-0,0-2-12], [18:0-3-8,0-2-0], [20:0-5-8,0-3-12], [22:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.85 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.58 0.07 (loc) 17 17 12 l/defl >499 >366 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 346 lb FT = 9% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x6 DF 2400F 2.0E BOT CHORD 1.5" x 7.25" 2.0E PWLVL WEBS 2x4 DF Stud *Except* 1-22,11-12: 2x6 DF 2400F 2.0E 2-22,2-20,4-20,4-18,6-18,6-16,8-16,8-14,10-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-5-4, 12=0-3-8 Max Grav 22=6193(LC 1), 12=10632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-747/0, 11-12=-952/0, 1-2=-2043/0, 2-3=-18638/0, 3-4=-18638/0, 4-5=-29836/0, 5-6=-29836/0, 6-7=-33355/0, 7-8=-33355/0, 8-9=-23134/0, 9-10=-23134/0, 10-11=-2521/0 BOT CHORD 21-22=0/10547, 20-21=0/10547, 19-20=0/25599, 18-19=0/25599, 17-18=0/33383, 16-17=0/33383, 15-16=0/30650, 14-15=0/30650, 13-14=0/13249, 12-13=0/13249 WEBS 2-22=-9522/0, 2-21=0/302, 2-20=0/9147, 4-20=-7869/0, 4-19=0/1031, 4-18=0/4790, 6-18=-4009/0, 6-17=0/1324, 7-16=0/355, 8-16=0/3058, 8-15=0/2084, 8-14=-8496/0, 10-14=0/11175, 10-13=0/1684, 10-12=-12580/0 NOTES-(12) 1) N/A 2) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 1.5" x 7.25" - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 21-2 2x4 - 1 row at 0-9-0 oc, member 2-20 2x4 - 1 row at 0-9-0 oc, member 20-3 2x4 - 1 row at 0-9-0 oc, member 20-4 2x4 - 1 row at 0-9-0 oc, member 19-4 2x4 - 1 row at 0-9-0 oc, member 4-18 2x4 - 1 row at 0-9-0 oc, member 18-5 2x4 - 1 row at 0-9-0 oc, member 18-6 2x4 - 1 row at 0-9-0 oc, member 17-6 2x4 - 1 row at 0-9-0 oc, member 6-16 2x4 - 1 row at 0-9-0 oc, member 16-7 2x4 - 1 row at 0-9-0 oc, member 16-8 2x4 - 1 row at 0-9-0 oc, member 15-8 2x4 - 1 row at 0-9-0 oc, member 8-14 2x4 - 1 row at 0-9-0 oc, member 14-9 2x4 - 1 row at 0-9-0 oc, member 14-10 2x4 - 1 row at 0-9-0 oc, member 13-10 2x4 - 2 rows staggered at 0-4-0 oc. 3) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use MiTek JUS48 (With 6-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-5-8 oc max. starting at 10-8-0 from the left end to 17-8-0 to connect truss(es) to front face of bottom chord. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F20 Truss Type FLOOR GIRDER Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10302502 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:34 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-rLygqxREwBq169G?7mBU2avmbkci?NFJJmyCLeyd3fx NOTES-(12) 9) Use MiTek JUS48 (With 6-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-1-8 from the left end to 16-1-8 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 965 lb down at 18-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-22=-10, 1-11=-100 Concentrated Loads (lb) Vert: 21=-979(B) 20=-979(B) 13=-932(F) 12=-965(B) 26=-979(B) 28=-979(B) 29=-979(B) 30=-629(F) 31=-782(F) 32=-1910(F=-931, B=-979) 34=-1910(F=-931, B=-979) 35=-931(F) 36=-979(B) 38=-935(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F21 Truss Type FLOOR GIRDER Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302503 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:35 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-JXW32HSshVyukJrChTijaoSwV8_YkztSYQhmu4yd3fw Scale = 1:14.2 1 2 3 4 8 7 6 5 12 9 10 11 3x6 3x6 3x6 3x6 4x5 4x5 1.5x4 1.5x4 7-8-4 7-8-4 2-6-0 1-11-4 1- 6 - 0 1- 6 - 0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.75 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.01 (loc) 7-8 7-8 5 l/defl >999 >690 n/a L/d 480 360 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-4, 5=Mechanical Max Grav 8=1192(LC 1), 5=639(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-558/0, 2-3=-1249/0 BOT CHORD 7-8=0/1249, 6-7=0/1249, 5-6=0/1249 WEBS 3-5=-1390/0, 2-8=-1390/0, 2-7=-87/266, 3-6=0/316 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 Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-12=-400, 4-12=-100 September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F22 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302504 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:36 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-nj4RFdSVSp4lLTPOFBDy7?_CNYLDTRsbm4RJQWyd3fv Scale = 1:21.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 5x6 1.5x4 4x5 1.5x4 3x6 3x6 4x5 4x5 1.5x4 1.5x4 12-3-4 12-3-4 2-6-0 1-7-12 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:Edge,0-1-8], [8:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.66 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.26 0.01 (loc) 9-10 9-10 7 l/defl >743 >556 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=Mechanical Max Grav 10=661(LC 1), 7=661(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/0, 3-4=-1509/0, 4-5=-1509/0 BOT CHORD 9-10=0/1100, 8-9=0/1509, 7-8=0/1047 WEBS 5-7=-1176/0, 2-10=-1211/0, 5-8=0/575, 2-9=0/542 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F23 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302505 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:37 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-FvepSzT7D6Cczd_aoukBgDXLUyheCttl?kAtyyyd3fu Scale = 1:26.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 5x6 4x5 1.5x4 1.5x4 6x8 3x4 4x5 3x4 3x6 3x6 4x5 1.5x4 1.5x4 3-0-12 3-0-12 15-2-12 12-2-0 2-6-0 0-3-12 1-6-8 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [9:Edge,0-3-0], [11:0-3-0,Edge], [13: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.65 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.25 0.01 (loc) 9-10 9-10 9 l/defl >802 >580 n/a L/d 480 360 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 13=Mechanical, 12=0-3-8 Max Uplift 13=-276(LC 12) Max Grav 9=593(LC 4), 13=278(LC 15), 12=1144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-214/615, 3-4=-213/618, 4-5=-1202/0, 5-6=-1202/0, 6-7=-1202/0 BOT CHORD 12-13=-498/190, 11-12=-39/598, 10-11=0/1202, 9-10=0/949 WEBS 2-13=-214/560, 2-12=-477/70, 7-9=-1045/0, 4-12=-1267/0, 7-10=0/425, 4-11=0/681 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=276. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F24 Truss Type FLOOR Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302506 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:37 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-FvepSzT7D6Cczd_aoukBgDXQzyjMCy3l?kAtyyyd3fu Scale = 1:10.412 4 35 1.5x4 3x4 1.5x4 3x4 1-8-12 1-8-12 1-5-12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.00 (loc) 3-4 3-4 3 l/defl >663 >535 n/a L/d 480 360 n/a PLATES MT20 Weight: 10 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-12 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=324(LC 4), 3=324(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5) 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F25 Truss Type FLOOR Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302507 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:38 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-j6CBgJUl_QKTbmZnMbFQCQ4XmM2kxHduEOwQUPyd3ft Scale = 1:30.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 1.5x4 5x6 1.5x4 3x8 3x8 5x8 5x6 1.5x4 1.5x4 3x4 3x4 3x6 3x6 17-8-12 17-8-12 2-6-0 1-10-4 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [9:Edge,0-3-0], [10:0-4-0,Edge], [11:0-3-0,0-0-0], [13:0-2-12,Edge], [14:0-3-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.59 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.24 0.03 (loc) 11-12 11-12 9 l/defl >999 >864 n/a L/d 480 360 n/a PLATES MT20 Weight: 95 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Grav 14=961(LC 1), 9=961(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2685/0, 3-4=-2685/0, 4-5=-3176/0, 5-6=-2685/0, 6-7=-2685/0 BOT CHORD 13-14=0/1707, 12-13=0/3176, 11-12=0/3176, 10-11=0/3176, 9-10=0/1625 WEBS 7-9=-1826/0, 2-14=-1880/0, 7-10=0/1191, 2-13=0/1100, 6-10=-268/0, 3-13=-268/0, 5-10=-781/181, 4-13=-781/181 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1093180F Truss F26 Truss Type FLOOR Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10302508 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 11:40:39 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-BIlZtfVNlkSKCw8zwJmflecjclNvgnb2S2fz1ryd3fs Scale = 1:21.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 5x6 4x5 1.5x4 1.5x4 3x6 3x6 4x5 4x5 1.5x4 1.5x4 12-3-12 12-3-12 2-6-0 1-8-4 0-1-8 1- 6 - 0 0- 1 - 8 1- 6 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:Edge,0-3-0], [8:0-3-0,Edge], [9:0-3-0,Edge], [10: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.66 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.26 0.01 (loc) 7-8 7-8 7 l/defl >741 >554 n/a L/d 480 360 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 9%E GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2(flat) BOT CHORD 2x4 HF No.2(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 10=0-3-8 Max Grav 7=663(LC 1), 10=663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1518/0, 3-4=-1518/0, 4-5=-1518/0 BOT CHORD 9-10=0/1051, 8-9=0/1518, 7-8=0/1104 WEBS 5-7=-1216/0, 2-10=-1181/0, 5-8=0/548, 2-9=0/581 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 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. MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. September 17,2021 PR O D U C T C O D E A P P R O V A L S 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 . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . 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 o r I 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 . 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. 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 . 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 o r I 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 . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c or o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . 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 ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 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 S R 1 9 8 8 ER - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 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 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 : 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 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a 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 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . 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