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Roof 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 Zhao, Xiaoming Pages or sheets covered by this seal: K10300229 thru K10300255 My license renewal date for the state of Washington is September 28, 2023. J1093180 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 J1093180 Truss A01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300229 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:14 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-puROa0o1YVbcxOR31Qug6V1RlSmymqbG67ePuuyd5a7 Scale = 1:20.6 1 2 3 4 56 17 18 19 20 4x4 4x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 3-6-8 3-6-8 7-1-0 3-6-8 -2-0-0 2-0-0 3-6-8 3-6-8 7-1-0 3-6-8 9-1-0 2-0-0 0- 4 - 0 1- 7 - 1 5 0- 4 - 0 4.50 12 Plate Offsets (X,Y)-- [2:0-1-13,Edge], [4:0-1-13,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.42 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 6-13 6-13 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=20(LC 12) Max Uplift 2=-50(LC 8), 4=-50(LC 9) Max Grav 2=635(LC 19), 4=635(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/75, 3-4=-600/75 BOT CHORD 2-6=0/546, 4-6=0/546 WEBS 3-6=0/335 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 0-8-11, Exterior(2R) 0-8-11 to 6-4-5, Exterior(2E) 6-4-5 to 9-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) 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. 11) 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. 12) 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 J1093180 Truss B01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300230 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:19 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-9sFHejsAN1Du19K1pzUrpZkI6TPsR1b?FPMAZ6yd5a2 Scale = 1:36.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4x4 4x4 3x6 3x4 3x8 3x4 3x4 2x4 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 -2-0-0 2-0-0 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 20-5-8 2-0-0 0- 4 - 0 3- 9 - 8 0- 4 - 0 4.50 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [5:0-1-12,0-1-8], [7:0-3-6,0-1-8], [22:0-1-13,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.48 0.69 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 0.01 (loc) 9-31 9-31 11 l/defl >680 >484 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-9: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 4-10-2 oc bracing: 2-15 4-11-0 oc bracing: 7-9. REACTIONS.All bearings 11-10-0 except (jt=length) 7=0-5-8. (lb) - Max Horz 2=42(LC 50) Max Uplift All uplift 100 lb or less at joint(s) 15, 14 except 2=-1040(LC 34), 7=-1050(LC 37), 13=-581(LC 42), 11=-274(LC 34), 9=-724(LC 45), 10=-376(LC 74) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=1113(LC 55), 7=1184(LC 54), 13=767(LC 31), 11=513(LC 31), 9=1126(LC 32), 9=521(LC 1), 15=350(LC 78), 14=319(LC 79), 12=340(LC 81), 2=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2433/2424, 3-4=-1546/1565, 4-5=-841/880, 5-6=-1458/1491, 6-7=-2605/2520 BOT CHORD 2-15=-1366/1400, 14-15=-636/670, 13-14=-636/670, 12-13=-636/670, 11-12=-636/670, 10-11=-562/569, 9-10=-562/569, 7-9=-1341/1538 WEBS 3-13=-765/581, 3-11=-742/738, 4-11=-305/31, 5-11=-746/787, 5-9=-886/795, 6-9=-465/97 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 0-8-11, Interior(1) 0-8-11 to 6-2-12, Exterior(2R) 6-2-12 to 12-2-12, Interior(1) 12-2-12 to 17-5-8, Exterior(2E) 17-5-8 to 20-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 14 except (jt=lb) 2=1040, 7=1050, 13=581, 11=274, 9=724, 10=376, 2=1040. 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 J1093180 Truss B01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300230 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:19 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-9sFHejsAN1Du19K1pzUrpZkI6TPsR1b?FPMAZ6yd5a2 NOTES-(14) 11) 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. 12) 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. 13) 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, 16-5-8 to 18-5-8 for 1564.3 plf. 14) 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 J1093180 Truss B02 Truss Type COMMON Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300231 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:26 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-SCAx67xZjB6vNEMNkx6Ub1XSyHmCaCb1s?Y2ICyd5Zx Scale = 1:36.0 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 23 24 25 26 4x4 4x4 3x4 1.5x4 3x8 4x4 3x4 1.5x4 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 -2-0-0 2-0-0 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 20-5-8 2-0-0 0- 4 - 0 3- 9 - 8 0- 4 - 0 4.50 12 Plate Offsets (X,Y)-- [2:0-1-13,Edge], [6:0-3-6,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.78 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.01 (loc) 8-16 8-16 8 l/defl >510 >324 n/a L/d 360 240 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8, 8=0-5-8 Max Horz 2=41(LC 12) Max Uplift 2=-59(LC 8), 6=-65(LC 9) Max Grav 2=736(LC 19), 6=465(LC 40), 8=1012(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1001/58, 3-4=-253/63, 5-6=-42/322 BOT CHORD 2-10=-28/886, 9-10=-28/886 WEBS 3-10=0/367, 3-9=-810/49, 5-9=-16/588, 5-8=-852/86 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 0-8-11, Interior(1) 0-8-11 to 6-2-12, Exterior(2R) 6-2-12 to 12-2-12, Interior(1) 12-2-12 to 17-5-8, Exterior(2E) 17-5-8 to 20-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) 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 J1093180 Truss B03 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300232 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:30 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-LzPRxU_3nPcKsrf8znAQlth64v8uW?ZdndWGRzyd5Zt Scale = 1:32.8 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 22 23 24 25 4x4 4x4 3x4 1.5x4 3x8 4x4 3x4 1.5x4 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 -2-0-0 2-0-0 4-11-11 4-11-11 9-2-12 4-3-1 11-7-4 2-4-8 18-5-8 6-10-4 0- 4 - 0 3- 9 - 8 0- 4 - 0 4.50 12 Plate Offsets (X,Y)-- [2:0-1-13,Edge], [6:0-3-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.79 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.27 0.01 (loc) 7-12 7-12 7 l/defl >510 >307 n/a L/d 360 240 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 2=0-5-8, 7=0-5-8 Max Horz 2=49(LC 12) Max Uplift 6=-22(LC 13), 2=-58(LC 8), 7=-1(LC 9) Max Grav 6=395(LC 40), 2=735(LC 19), 7=1040(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-999/48, 5-6=-52/316 BOT CHORD 2-9=-33/884, 8-9=-33/884 WEBS 3-9=0/368, 3-8=-812/49, 5-8=-17/570, 5-7=-849/93 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 0-8-11, Interior(1) 0-8-11 to 6-2-12, Exterior(2R) 6-2-12 to 12-2-12, Interior(1) 12-2-12 to 15-5-8, Exterior(2E) 15-5-8 to 18-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 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) 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 J1093180 Truss B04 Truss Type Roof Special Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300233 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:31 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-pAzq9q?hYjkBT?EKWUhfI5EEHIUGFXcn0HGp_Pyd5Zs Scale = 1:18.6 1 2 3 7 8 9 3x4 3x4 3x6 6-7-0 6-7-0 6-7-0 6-7-0 2- 9 - 1 0 0- 4 - 0 4.50 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.91 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.30 -0.00 (loc) 3-6 3-6 2 l/defl >437 >254 n/a L/d 360 240 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-11 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8 Max Horz 3=-61(LC 10) Max Uplift 3=-18(LC 13), 2=-9(LC 13) Max Grav 3=442(LC 29), 2=442(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-299/72 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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) 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 J1093180 Truss B05 Truss Type Roof Special Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300234 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:32 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-HMXCMA0JJ1s259pW4CCuqImVGiqj__hwFw?MWryd5Zr Scale = 1:16.91 2 4 354x4 3x4 3x4 3x4 4-5-0 4-5-0 4-5-0 4-5-0 2- 9 - 1 0 1- 1 - 1 2 4.50 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.71 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.00 (loc) 3-4 3-4 3 l/defl >546 >406 n/a L/d 360 240 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=-58(LC 10) Max Uplift 4=-15(LC 13), 3=-4(LC 13) Max Grav 4=391(LC 28), 3=391(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 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) 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 J1093180 Truss C01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300235 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:42 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-_H7_Sb8by57dIhaRfIOEEPBFgkN5KWROYUQusGyd5Zh Scale = 1:25.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 4x4 3x6 3x6 11-10-0 11-10-0 -2-0-0 2-0-0 5-11-0 5-11-0 11-10-0 5-11-0 13-10-0 2-0-0 0- 4 - 1 2- 9 - 1 0 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.00 (loc) 8 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. REACTIONS.All bearings 11-10-0. (lb) - Max Horz 2=-32(LC 44) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 14, 13 except 2=-916(LC 34), 8=-918(LC 37) Max Grav All reactions 250 lb or less at joint(s) except 2=1001(LC 55), 8=1001(LC 54), 12=368(LC 75), 10=351(LC 77), 11=402(LC 76), 14=351(LC 73), 13=402(LC 74) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2219/2199, 3-4=-1453/1463, 4-5=-720/741, 5-6=-720/738, 6-7=-1439/1449, 7-8=-2212/2191 BOT CHORD 2-14=-1804/1835, 8-10=-1804/1835 WEBS 6-11=-276/83, 4-13=-276/83 NOTES-(15) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 2-11-0, Corner(3R) 2-11-0 to 8-11-0, Exterior(2N) 8-11-0 to 10-10-0, Corner(3E) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 14, 13 except (jt=lb) 2=916, 8=918. 12) 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. 13) 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. 14) 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, 9-10-0 to 11-10-0 for 1002.9 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 J1093180 Truss C01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300235 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:43 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-SThMgx8DjPFUvr9eD0vTndkQQ8jK3zhYm8ASPjyd5Zg 15) 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 J1093180 Truss C02 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300236 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:30:56 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-a__GPNINfPuezrf8UFeWpMmZPN0kcpZSmfpeMSyd5ZT Scale = 1:25.4 1 2 3 4 56 13 14 15 16 17 18 19 20 4x5 4x5 1.5x4 4x4 5-11-0 5-11-0 11-10-0 5-11-0 -2-0-0 2-0-0 5-11-0 5-11-0 11-10-0 5-11-0 13-10-0 2-0-0 0- 4 - 1 2- 9 - 1 0 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-14], [4:0-4-8,0-1-14] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.76 0.81 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.20 0.01 (loc) 6-9 6-9 4 l/defl >999 >694 n/a L/d 360 240 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=-32(LC 17) Max Uplift 2=-32(LC 12), 4=-32(LC 13) Max Grav 2=825(LC 19), 4=825(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-845/98, 3-4=-845/98 BOT CHORD 2-6=-3/665, 4-6=-3/665 WEBS 3-6=0/413 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-0, Exterior(2R) 2-11-0 to 8-11-0, Interior(1) 8-11-0 to 10-10-0, Exterior(2E) 10-10-0 to 13-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) 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 J1093180 Truss C03 Truss Type COMMON GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) K10300237 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:07 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-l58Ri8RG3nG4oX_Fd2L5lgjSHpkvhay4It_jFJyd5ZI Scale = 1:22.2 1 2 3 4 5 6 9 8 7 14 15 16 17 18 19 20 21 5x10 5x10 8x8 5x6 4x4 3x8 4x4 3x8 THD26 THD26 THD26 THD26 THD26 3-5-13 3-5-13 5-11-0 2-5-3 8-4-3 2-5-3 11-10-0 3-5-13 -2-0-0 2-0-0 3-5-13 3-5-13 5-11-0 2-5-3 8-4-3 2-5-3 11-10-0 3-5-13 0- 4 - 1 2- 9 - 1 0 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-3-0], [3:0-1-4,0-1-12], [5:0-1-4,0-1-12], [6:0-4-3,0-3-0], [7:0-4-12,0-1-8], [8:0-4-0,0-4-8], [9:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.65 0.90 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.05 (loc) 8-9 8-9 6 l/defl >999 >701 n/a L/d 360 240 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 2=0-5-8 Max Horz 2=40(LC 43) Max Uplift 6=-112(LC 11), 2=-129(LC 10) Max Grav 6=4913(LC 18), 2=4850(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9928/215, 3-4=-7219/170, 4-5=-7236/166, 5-6=-10067/233 BOT CHORD 2-9=-198/9148, 8-9=-198/9148, 7-8=-191/9285, 6-7=-191/9285 WEBS 4-8=-110/5293, 5-8=-3048/101, 5-7=-37/2264, 3-8=-2905/85, 3-9=-36/2173 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=112, 2=129. 10) 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. 11) 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. 12) Use MiTek THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) All dimensions given in feet-inches-sixteenths (FFIISS) format.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 J1093180 Truss C03 Truss Type COMMON GIRDER Qty 1 Ply 2 Soundbuilt NW, LLC Job Reference (optional) K10300237 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:07 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-l58Ri8RG3nG4oX_Fd2L5lgjSHpkvhay4It_jFJyd5ZI LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-6=-80, 2-6=-14 Concentrated Loads (lb) Vert: 8=-1656(B) 7=-1656(B) 15=-1656(B) 16=-1656(B) 20=-1656(B) 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 J1093180 Truss D01D Truss Type Common Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300238 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:19 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-PPtzDEaoETnNENvZKaYvECDZxfzgVFbr2kuLgdyd5Z6 Scale = 1:26.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 4x4 4x5 4x5 12-6-0 12-6-0 -2-0-0 2-0-0 6-3-0 6-3-0 12-6-0 6-3-0 14-6-0 2-0-0 0- 4 - 1 2- 1 1 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-0], [8:0-2-6,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.32 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.03 0.01 (loc) 8 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-8 oc bracing. REACTIONS.All bearings 12-6-0. (lb) - Max Horz 2=-563(LC 45) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=-912(LC 34), 8=-1008(LC 37) Max Grav All reactions 250 lb or less at joint(s) except 2=1001(LC 55), 8=1095(LC 54), 12=372(LC 75), 13=402(LC 74), 14=362(LC 73), 11=402(LC 76), 10=362(LC 77) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2224/2203, 3-4=-1366/1378, 4-5=-633/656, 5-6=-869/888, 6-7=-1589/1599, 7-8=-2452/2430 BOT CHORD 2-14=-2300/2333, 8-10=-1988/2020 WEBS 4-13=-277/80, 6-11=-277/80 NOTES-(15) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 3-3-0, Corner(3R) 3-3-0 to 9-3-0, Exterior(2N) 9-3-0 to 11-6-0, Corner(3E) 11-6-0 to 14-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 11, 10 except (jt=lb) 2=912, 8=1008. 12) 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. 13) 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. 14) 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, 10-6-0 to 12-6-0 for 1059.4 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 J1093180 Truss D01D Truss Type Common Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300238 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:21 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Ln_jewc3m415Th3xS?bNJdIvRSf8z958W2NSlWyd5Z4 15) 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 J1093180 Truss E01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300239 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:26 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-ilochegBbdgOaSxvEYAY0h0iXTF0eHZtfK5DQjyd5Z? Scale = 1:46.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x6 2x4 3x6 2x4 2x4 2x4 5x6 8-1-4 8-1-4 11-2-0 3-0-12 15-6-12 4-4-12 23-8-0 8-1-4 -2-0-0 2-0-0 6-2-14 6-2-14 11-10-0 5-7-2 17-5-2 5-7-2 23-8-0 6-2-14 25-8-0 2-0-0 0- 4 - 1 5- 3 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [4:0-2-0,0-0-4], [5:0-1-12,0-1-8], [6:0-3-0,0-1-8], [10:0-3-0,0-3-0], [11:0-1-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.65 0.79 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.34 0.01 (loc) 8-32 8-32 6 l/defl >692 >448 n/a L/d 360 240 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 *Except* 6-10: 2x4 DF No.1&Btr WEBS 2x4 HF Stud *Except* 9-15,5-15: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9,6-8. REACTIONS.All bearings 11-7-8 except (jt=length) 6=0-5-8. (lb) - Max Horz 2=-57(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 11, 9, 14, 13, 12 except 2=-124(LC 34), 6=-117(LC 45) Max Grav All reactions 250 lb or less at joint(s) except 2=420(LC 75), 11=1015(LC 19), 6=842(LC 20), 9=478(LC 81), 9=335(LC 1), 14=371(LC 77), 13=318(LC 78), 12=330(LC 79), 2=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-244/256, 3-4=-91/429, 4-5=-306/84, 5-6=-1134/211 BOT CHORD 8-9=-150/922, 6-8=-165/987 WEBS 5-8=0/265, 4-11=-679/33, 3-11=-604/101, 9-15=-895/66, 5-15=-904/68 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-10-0, Exterior(2R) 8-10-0 to 14-10-0, Interior(1) 14-10-0 to 22-8-0, Exterior(2E) 22-8-0 to 25-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9, 14, 13, 12 except (jt=lb) 2=124, 6=117, 2=124. 11) 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. 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 J1093180 Truss E01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300239 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:27 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-AxL?vzhpMwoFBcW5oFinZuYtHtbFNkp0u_qny9yd5Z_ NOTES-(14) 12) 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. 13) This truss has been designed for a total drag load of 339 lb. 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, 9-4-0 to 11-4-0 for 84.8 plf. 14) 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 J1093180 Truss E02 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10300240 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:32 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Wv9uyhkyATQXINP2boHyGyFf8uI_2yvl2GYXdNyd5Yv Scale = 1:43.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x16 6x6 6x8 MT18HS 10x10 4x5 4x10 4x4 3x6 4x5 4x10 4x4 3x6 5x16 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 4-7-12 4-7-12 8-2-14 3-7-2 11-10-0 3-7-2 15-5-2 3-7-2 19-0-4 3-7-2 23-8-0 4-7-12 4-7-12 4-7-12 8-2-14 3-7-2 11-10-0 3-7-2 15-5-2 3-7-2 19-0-4 3-7-2 23-8-0 4-7-12 25-8-0 2-0-0 0- 4 - 1 5- 3 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-4-3,0-3-0], [2:0-1-4,0-1-12], [3:0-1-8,0-1-8], [4:0-2-4,0-3-0], [5:0-1-8,0-1-8], [6:0-1-4,0-1-12], [7:0-4-3,0-3-0], [9:0-4-4,0-1-8], [10:0-5-0,0-1-12], [13:0-5-0,0-1-12], [14:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.96 0.82 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.46 0.13 (loc) 10-11 10-11 7 l/defl >999 >612 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 376 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 4-11: 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 7=0-5-8 Max Horz 1=-65(LC 48) Max Uplift 1=-243(LC 10), 7=-262(LC 11) Max Grav 1=10228(LC 17), 7=10291(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-23324/555, 2-3=-18720/446, 3-4=-14544/354, 4-5=-14545/357, 5-6=-18837/444, 6-7=-23302/541 BOT CHORD 1-14=-521/21530, 13-14=-521/21530, 11-13=-385/17233, 10-11=-334/17342, 9-10=-451/21507, 7-9=-451/21507 WEBS 4-11=-239/10779, 5-11=-5492/170, 5-10=-104/5044, 6-10=-4703/140, 6-9=-53/3510, 3-11=-5332/169, 3-13=-103/4890, 2-13=-4852/153, 2-14=-62/3614 NOTES-(15) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-10 2x4 - 1 row at 0-4-0 oc, member 3-13 2x4 - 1 row at 0-4-0 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) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 J1093180 Truss E02 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10300240 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:32 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Wv9uyhkyATQXINP2boHyGyFf8uI_2yvl2GYXdNyd5Yv NOTES-(15) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=243, 7=262. 11) 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. 12) 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. 13) Use MiTek THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 21-8-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-8=-80, 1-7=-14 Concentrated Loads (lb) Vert: 12=-1643(B) 11=-1643(B) 22=-1643(B) 24=-1643(B) 25=-1643(B) 27=-1643(B) 28=-1643(B) 29=-1643(B) 31=-1643(B) 32=-1643(B) 34=-1643(B) 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 J1093180 Truss G01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300241 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:39 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-pF4XQ4qLXcIYdSRPVmvc2Q2r3jgSBFvnfskPMTyd5Yo Scale = 1:61.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 4x6 5x6 3x6 4x12 5x6 3x6 5x6 6x12 35-7-8 35-7-8 17-7-8 17-7-8 35-7-8 18-0-0 37-7-8 2-0-0 0- 5 - 1 5 7- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-8,Edge], [21:0-0-6,Edge], [29:0-3-0,0-3-0], [33:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.89 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.01 (loc) 21 22 23 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 11-31: 2x4 HF No.2 WEDGE Left: 2x6 SP No.2 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-2-15 oc bracing: 1-39,21-23 5-5-6 oc bracing: 38-39. REACTIONS.All bearings 35-7-8. (lb) - Max Horz 1=-89(LC 44) Max Uplift All uplift 100 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24, 23 except 21=-2662(LC 37), 39=-652(LC 43), 1=-3210(LC 44) Max Grav All reactions 250 lb or less at joint(s) except 21=2758(LC 54), 31=380(LC 93), 32=391(LC 92), 33=387(LC 91), 34=388(LC 90), 35=388(LC 89), 36=388(LC 88), 37=388(LC 87), 38=388(LC 86), 39=712(LC 54), 30=391(LC 94), 29=387(LC 95), 28=388(LC 96), 27=388(LC 97), 26=389(LC 98), 1=3257(LC 51), 25=386(LC 99), 24=398(LC 100), 23=352(LC 101) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6901/6831, 2-3=-6001/5959, 3-4=-5236/5220, 4-5=-4498/4509, 5-6=-3749/3786, 6-8=-3000/3063, 8-9=-2265/2340, 9-10=-1531/1618, 10-11=-797/868, 11-12=-706/798, 12-13=-1438/1512, 13-14=-2173/2226, 14-16=-2908/2940, 16-17=-3642/3657, 17-18=-4377/4380, 18-19=-5118/5103, 19-20=-5869/5827, 20-21=-6652/6586 BOT CHORD 1-39=-6015/6090, 38-39=-1109/580, 21-23=-6056/6132 WEBS 2-39=-655/638 NOTES-(15) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-7-8, Exterior(2N) 3-7-8 to 14-0-12, Corner(3R) 14-0-12 to 21-2-4, Exterior(2N) 21-2-4 to 34-0-12, Corner(3E) 34-0-12 to 37-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.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 J1093180 Truss G01D Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300241 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:40 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-HReveQrzIwQPFc0b3URrbeb0p70hwi9xtWUzvvyd5Yn NOTES-(15) 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 21=2662, 39=652, 1=3210. 12) 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. 13) 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. 14) 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, 33-7-8 to 35-7-8 for 3019.2 plf. 15) 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 J1093180 Truss G02 Truss Type Common Qty 5 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300242 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:42 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Eqlf26sEqXh7VwAzAvTJg3gPVwhIORCDLpz3zoyd5Yl Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 35 36 3x8 5x6 3x8 3x8 3x10 3x4 3x4 3x4 1.5x4 4x8 3x4 3x4 3x4 1.5x4 5x6 3x8 6-0-0 6-0-0 12-9-11 6-9-11 17-7-8 4-9-13 22-5-5 4-9-13 29-3-0 6-9-11 35-7-8 6-4-8 6-0-0 6-0-0 12-9-11 6-9-11 17-7-8 4-9-13 22-5-5 4-9-13 29-3-0 6-9-11 35-7-8 6-4-8 37-7-8 2-0-0 0- 5 - 1 5 7- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-1], [9:0-10-8,0-0-14], [13:0-4-0,Edge], [15:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.78 0.88 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.14 (loc) 12-14 16-17 9 l/defl >999 >909 n/a L/d 360 240 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 13-15: 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-14: 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14 REACTIONS. (size)9=0-5-8, 1=Mechanical Max Horz 1=-92(LC 13) Max Uplift 9=-54(LC 13), 1=-31(LC 12) Max Grav 9=1839(LC 1), 1=1670(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3517/78, 2-4=-2848/100, 4-5=-2235/121, 5-6=-2234/121, 6-8=-2870/97, 8-9=-3671/63 BOT CHORD 1-17=-86/3160, 16-17=-86/3160, 14-16=-12/2536, 12-14=0/2553, 11-12=-1/3316, 9-11=-1/3316 WEBS 6-14=-1009/83, 6-12=0/527, 8-12=-821/77, 5-14=-24/1350, 8-11=0/388, 4-14=-984/84, 4-16=0/502, 2-16=-672/80, 2-17=0/341 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-6-12, Interior(1) 3-6-12 to 14-0-12, Exterior(2R) 14-0-12 to 21-2-4, Interior(1) 21-2-4 to 34-0-12, Exterior(2E) 34-0-12 to 37-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 9) 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. 10) 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. 11) 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 J1093180 Truss G03 Truss Type COMMON Qty 2 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300243 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:44 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-ADtQTnuUL8xqkDJMIKVnlUlmgkNxsKqWo7SA2gyd5Yj Scale = 1:61.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3x8 5x6 3x8 3x10 3x8 4x8 3x4 3x4 3x4 1.5x4 3x4 3x4 3x4 1.5x4 3x8 3x10 6-4-8 6-4-8 13-2-3 6-9-11 18-0-0 4-9-13 22-9-13 4-9-13 29-7-8 6-9-11 36-0-0 6-4-8 6-4-8 6-4-8 13-2-3 6-9-11 18-0-0 4-9-13 22-9-13 4-9-13 29-7-8 6-9-11 36-0-0 6-4-8 38-0-0 2-0-0 0- 4 - 1 7- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-10-8,0-0-14], [9:0-10-8,0-0-14], [13:0-4-0,Edge], [15:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.46 0.15 (loc) 14-16 11-12 9 l/defl >999 >942 n/a L/d 360 240 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 13-15: 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-14 REACTIONS. (size)1=0-5-8, 9=0-5-8 Max Horz 1=-90(LC 13) Max Uplift 1=-33(LC 12), 9=-53(LC 13) Max Grav 1=1688(LC 1), 9=1856(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3769/82, 2-4=-2923/102, 4-5=-2281/122, 5-6=-2281/122, 6-8=-2915/98, 8-9=-3716/62 BOT CHORD 1-17=-91/3411, 16-17=-91/3411, 14-16=-13/2600, 12-14=0/2594, 11-12=0/3358, 9-11=0/3358 WEBS 5-14=-24/1381, 6-14=-1007/83, 6-12=0/526, 8-12=-821/77, 8-11=0/388, 4-14=-1016/84, 4-16=0/531, 2-16=-871/84, 2-17=0/397 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 34-4-13, Exterior(2E) 34-4-13 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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) 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 J1093180 Truss G04 Truss Type Common Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300244 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:47 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-anZY6pwMe3JPbh2xzS3UN6NHzxPf3iRyU5gqf?yd5Yg Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3x8 5x6 3x8 3x10 3x8 4x8 3x4 3x4 3x4 1.5x4 3x4 3x4 3x4 1.5x4 3x8 3x10 6-4-8 6-4-8 13-2-3 6-9-11 18-0-0 4-9-13 22-9-13 4-9-13 29-7-8 6-9-11 36-0-0 6-4-8 -2-0-0 2-0-0 6-4-8 6-4-8 13-2-3 6-9-11 18-0-0 4-9-13 22-9-13 4-9-13 29-7-8 6-9-11 36-0-0 6-4-8 38-0-0 2-0-0 0- 4 - 1 7- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-10-8,0-0-14], [10:0-10-8,0-0-14], [14:0-4-0,Edge], [16:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.87 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.46 0.15 (loc) 15 17-18 10 l/defl >999 >944 n/a L/d 360 240 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 14-16: 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-15: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-82(LC 13) Max Uplift 2=-53(LC 12), 10=-53(LC 13) Max Grav 2=1852(LC 1), 10=1852(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3705/62, 3-5=-2904/92, 5-6=-2269/116, 6-7=-2269/116, 7-9=-2904/92, 9-10=-3705/62 BOT CHORD 2-18=-81/3347, 17-18=-81/3347, 15-17=-10/2584, 13-15=0/2584, 12-13=0/3347, 10-12=0/3347 WEBS 6-15=-20/1373, 7-15=-1008/83, 7-13=0/526, 9-13=-821/77, 9-12=0/388, 5-15=-1008/83, 5-17=0/526, 3-17=-821/76, 3-18=0/388 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 34-4-13, Exterior(2E) 34-4-13 to 38-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) 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 J1093180 Truss G05 Truss Type Common Qty 11 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300245 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:49 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-XAhJWVydAhZ7q_CK5t5ySXTcul4zXeSFyP9xjuyd5Ye Scale = 1:58.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 23 24 25 26 27 28 29 30 31 32 33 34 3x8 5x6 3x8 3x8 5x6 3x4 3x4 3x4 1.5x4 4x8 3x4 3x4 3x4 1.5x4 5x6 3x8 6-0-0 6-0-0 12-9-11 6-9-11 17-7-8 4-9-13 22-5-5 4-9-13 29-3-0 6-9-11 35-3-0 6-0-0 6-0-0 6-0-0 12-9-11 6-9-11 17-7-8 4-9-13 22-5-5 4-9-13 29-3-0 6-9-11 35-3-0 6-0-0 0- 5 - 1 5 7- 1 0 - 1 0- 5 - 1 5 5.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-1], [9:0-0-8,0-1-1], [12:0-4-0,Edge], [14:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.77 0.88 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.47 0.14 (loc) 15-16 15-16 9 l/defl >999 >909 n/a L/d 360 240 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF No.1&Btr *Except* 12-14: 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13: 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)9=Mechanical, 1=Mechanical Max Horz 1=-72(LC 13) Max Uplift 9=-32(LC 13), 1=-32(LC 12) Max Grav 9=1657(LC 1), 1=1657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3485/82, 2-4=-2816/105, 4-5=-2201/126, 5-6=-2201/126, 6-8=-2816/105, 8-9=-3485/82 BOT CHORD 1-16=-97/3131, 15-16=-97/3131, 13-15=-23/2505, 11-13=-11/2505, 10-11=-40/3131, 9-10=-40/3131 WEBS 6-13=-986/84, 6-11=0/503, 8-11=-673/81, 5-13=-27/1327, 8-10=0/341, 4-13=-986/84, 4-15=0/503, 2-15=-673/80, 2-16=0/341 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-6-5, Interior(1) 3-6-5 to 14-1-3, Exterior(2R) 14-1-3 to 21-1-13, Interior(1) 21-1-13 to 31-8-11, Exterior(2E) 31-8-11 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 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) 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 J1093180 Truss G06 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300246 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:56 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-pWcy_u10XqR7A3Eg?rjbE0FlvZTkgx7HZ?MpT_yd5YX Scale = 1:59.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 2239404142434445464748495051525354555657 58 3x8 5x6 3x8 6x12 5x6 3x6 5x6 3x6 6x12 35-3-0 35-3-0 17-7-8 17-7-8 35-3-0 17-7-8 0- 5 - 1 5 7- 1 0 - 1 0- 5 - 1 5 5.00 12 Plate Offsets (X,Y)-- [1:0-0-8,Edge], [21:0-0-8,Edge], [28:0-3-0,0-3-0], [32:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.87 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 11-30: 2x4 HF No.2 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-3-1 oc bracing: 1-38,21-22 5-5-2 oc bracing: 37-38,22-23. REACTIONS.All bearings 35-3-0. (lb) - Max Horz 1=-74(LC 51) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23 except 21=-3168(LC 42), 38=-647(LC 42), 22=-644(LC 43), 1=-3184(LC 43) Max Grav All reactions 250 lb or less at joint(s) except 21=3221(LC 51), 30=379(LC 92), 31=391(LC 91), 32=388(LC 90), 33=388(LC 89), 34=388(LC 88), 35=388(LC 87), 36=388(LC 86), 37=388(LC 85), 38=707(LC 53), 29=391(LC 93), 28=388(LC 94), 27=388(LC 95), 26=388(LC 96), 25=388(LC 97), 24=388(LC 98), 23=388(LC 99), 22=707(LC 54), 1=3237(LC 50) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6857/6776, 2-3=-5958/5905, 3-4=-5194/5167, 4-5=-4456/4456, 5-6=-3707/3732, 6-8=-2958/3010, 8-9=-2220/2287, 9-10=-1485/1564, 10-11=-752/840, 11-12=-752/837, 12-13=-1485/1551, 13-14=-2220/2265, 14-16=-2954/2979, 16-17=-3689/3700, 17-18=-4423/4423, 18-19=-5161/5140, 19-20=-5925/5872, 20-21=-6823/6749 BOT CHORD 1-38=-5972/6039, 37-38=-1118/587, 22-23=-1118/587, 21-22=-5972/6039 WEBS 2-38=-650/634, 20-22=-650/631 NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-7-8, Exterior(2N) 3-7-8 to 14-1-3, Corner(3R) 14-1-3 to 21-1-13, Exterior(2N) 21-1-13 to 31-7-8, Corner(3E) 31-7-8 to 35-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.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 J1093180 Truss G06 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300246 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:57 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-Ij9KCE2eI8Z_oDpsZYEqnDowezpzPOMRof5M?Qyd5YW NOTES-(14) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 21=3168, 38=647, 22=644, 1=3184. 11) 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. 12) 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. 13) 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, 33-3-0 to 35-3-0 for 2987.4 plf. 14) 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 J1093180 Truss H01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300247 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:31:59 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-E5H5dw3uplqi1XzFgzGIsetO7ncOtLTjFzaT4Jyd5YU Scale = 1:32.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 4x4 3x6 3x6 16-4-0 16-4-0 -2-0-0 2-0-0 8-2-0 8-2-0 16-4-0 8-2-0 18-4-0 2-0-0 0- 4 - 1 3- 8 - 1 4 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [10:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.43 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.01 (loc) 10 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-5-5 oc bracing: 2-18,10-12. REACTIONS.All bearings 16-4-0. (lb) - Max Horz 2=42(LC 50) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 18, 17, 16 except 2=-1244(LC 34), 10=-1247(LC 37) Max Grav All reactions 250 lb or less at joint(s) except 2=1333(LC 55), 10=1333(LC 54), 15=388(LC 78), 12=352(LC 81), 13=395(LC 80), 14=393(LC 79), 18=352(LC 75), 17=395(LC 76), 16=393(LC 77) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3048/3021, 3-4=-2293/2292, 4-5=-1546/1569, 5-6=-814/846, 6-7=-814/842, 7-8=-1546/1555, 8-9=-2280/2274, 9-10=-3037/3012 BOT CHORD 2-18=-2766/2806, 10-12=-2766/2803 WEBS 7-14=-256/53, 5-16=-256/53 NOTES-(15) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 5-2-0, Corner(3R) 5-2-0 to 11-2-0, Exterior(2N) 11-2-0 to 15-4-0, Corner(3E) 15-4-0 to 18-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 18, 17, 16 except (jt=lb) 2=1244, 10=1247. 12) 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. 13) 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. 14) 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, 14-4-0 to 16-4-0 for 1384.3 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 J1093180 Truss H01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300247 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:00 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-iIrTqG4Wa3yZfhYREhoXPsQZtBydcnjtUdK0clyd5YT 15) 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 J1093180 Truss K01 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300248 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:01 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-AUPr2b58LN4QGq7doOJmx3yitaAcL7E0iH3a8Byd5YS Scale = 1:44.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 16 15 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4x4 3x6 3x8 4x4 3x4 5x6 3x8 2x4 3x6 3x4 2x4 2x4 6-2-14 6-2-14 11-10-0 5-7-2 16-4-0 4-6-0 17-5-2 1-1-2 23-8-0 6-2-14 -2-0-0 2-0-0 6-2-14 6-2-14 11-10-0 5-7-2 17-5-2 5-7-2 23-8-0 6-2-14 25-8-0 2-0-0 0- 4 - 1 5- 3 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-2-12,0-2-0], [7:0-3-0,0-1-8], [12:0-3-0,0-3-0], [13:0-2-0,0-1-8], [21:0-1-14,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.64 0.89 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.03 (loc) 14-27 14-27 12 l/defl >999 >788 n/a L/d 360 240 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 12-15,15-16,4-16: 2x6 DF SS OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-14,13-14. JOINTS 1 Brace at Jt(s): 15 REACTIONS.All bearings 7-9-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-57(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 7, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 7 except 2=978(LC 19), 11=1110(LC 20), 12=419(LC 31), 7=378(LC 46), 9=374(LC 44), 10=324(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/50, 3-4=-811/79, 4-5=-463/56, 5-6=-559/52, 6-7=-14/434 BOT CHORD 2-14=-32/1263, 13-14=-32/1263, 11-12=-353/41, 10-11=-353/41, 9-10=-353/41, 7-9=-353/41 WEBS 13-15=0/771, 6-15=0/734, 6-11=-1113/63, 3-13=-634/38, 3-14=0/395, 12-15=-424/46, 15-16=-427/51, 4-16=-409/51 NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-10-0, Exterior(2R) 8-10-0 to 14-10-0, Interior(1) 14-10-0 to 22-8-0, Exterior(2E) 22-8-0 to 25-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 7, 9, 10, 7. 11) 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. 12) 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. 13) 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 J1093180 Truss K02 Truss Type Common Qty 3 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300249 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:03 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-6sXcSH6Pt_K8W8G0vpLE0U22oOqnp_WJAbYgD4yd5YQ Scale = 1:44.4 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 25 26 27 28 29 3x6 3x6 3x8 4x5 3x4 1.5x4 3x4 1.5x4 3x6 6-2-14 6-2-14 11-10-0 5-7-2 17-5-2 5-7-2 23-8-0 6-2-14 -2-0-0 2-0-0 6-2-14 6-2-14 11-10-0 5-7-2 17-5-2 5-7-2 23-8-0 6-2-14 25-8-0 2-0-0 0- 4 - 1 5- 3 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-2-8,0-2-8], [6:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.98 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.29 0.08 (loc) 8-17 8-10 6 l/defl >999 >981 n/a L/d 360 240 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=-57(LC 17) Max Uplift 2=-42(LC 12), 6=-42(LC 13) Max Grav 2=1306(LC 19), 6=1306(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2326/76, 3-4=-1528/94, 4-5=-1528/94, 5-6=-2326/76 BOT CHORD 2-11=-32/2081, 10-11=-32/2081, 8-10=0/2081, 6-8=0/2081 WEBS 4-10=0/699, 5-10=-893/74, 5-8=0/381, 3-10=-893/73, 3-11=0/381 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-10-0, Exterior(2R) 8-10-0 to 14-10-0, Interior(1) 14-10-0 to 22-8-0, Exterior(2E) 22-8-0 to 25-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) 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 J1093180 Truss K03 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10300250 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:06 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-XRCk5J9HAvijNc?baxuxe7gSVbvw0KNlsYnLpPyd5YN Scale = 1:43.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x16 6x6 6x10 MT18HS10x10 4x5 4x10 4x4 3x8 4x5 4x10 4x4 3x8 5x16 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26 4-7-12 4-7-12 8-2-14 3-7-2 11-10-0 3-7-2 15-5-2 3-7-2 19-0-4 3-7-2 23-8-0 4-7-12 4-7-12 4-7-12 8-2-14 3-7-2 11-10-0 3-7-2 15-5-2 3-7-2 19-0-4 3-7-2 23-8-0 4-7-12 25-8-0 2-0-0 0- 4 - 1 5- 3 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-4-3,0-3-0], [2:0-1-4,0-1-12], [3:0-1-8,0-1-8], [4:0-2-4,0-3-0], [5:0-1-8,0-1-8], [6:0-1-4,0-1-12], [7:0-4-3,0-3-0], [9:0-4-12,0-1-8], [11:0-5-0,0-1-12], [13:0-5-0,0-1-12], [14:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.96 0.82 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.46 0.13 (loc) 11-12 11-12 7 l/defl >999 >612 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 376 lb FT = 20% GRIP 185/148 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 4-12: 2x4 HF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 7=0-5-8 Max Horz 1=-65(LC 52) Max Uplift 1=-244(LC 10), 7=-261(LC 11) Max Grav 1=10251(LC 17), 7=10268(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-23383/556, 2-3=-18785/448, 3-4=-14497/353, 4-5=-14498/356, 5-6=-18816/444, 6-7=-23243/539 BOT CHORD 1-14=-523/21584, 13-14=-523/21584, 12-13=-387/17293, 11-12=-334/17323, 9-11=-450/21453, 7-9=-450/21453 WEBS 4-12=-238/10742, 5-12=-5525/171, 5-11=-105/5077, 6-11=-4663/139, 6-9=-52/3477, 3-12=-5473/172, 3-13=-106/5031, 2-13=-4845/153, 2-14=-62/3608 NOTES-(15) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 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) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=244, 7=261.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 J1093180 Truss K03 Truss Type Common Girder Qty 1 Ply 3 Soundbuilt NW, LLC Job Reference (optional) K10300250 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:06 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-XRCk5J9HAvijNc?baxuxe7gSVbvw0KNlsYnLpPyd5YN NOTES-(15) 11) 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. 12) 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. 13) Use MiTek THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 21-8-12 to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-8=-80, 1-7=-14 Concentrated Loads (lb) Vert: 10=-1643(F) 12=-1643(F) 22=-1643(F) 24=-1643(F) 25=-1643(F) 27=-1643(F) 28=-1643(F) 30=-1643(F) 31=-1643(F) 33=-1643(F) 35=-1643(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 J1093180 Truss M01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300251 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:07 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-?em6If9vxDqa_lan8fQABKCnj?MxlyNv5CWuMryd5YM Scale = 1:9.8 1 2 3 45 3x4 3x4 3x4 -1-9-12 1-9-12 1-11-8 1-11-8 0- 4 - 1 1- 1 - 1 3 5.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.02 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-11-8, 2=1-11-8 Max Horz 2=28(LC 9) Max Uplift 4=-33(LC 18), 2=-40(LC 8) Max Grav 4=313(LC 30), 2=421(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) 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. 13) 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. 14) 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 J1093180 Truss M02 Truss Type Monopitch Qty 6 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300252 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:08 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-TqKVW?AXiWyQcv9ziMxPjYlySPkoUPd2JsGRuHyd5YL Scale = 1:9.8 1 2 3 4 8 9 3x4 3x4 4x4 1-11-8 1-11-8 -1-9-12 1-9-12 1-11-8 1-11-8 0- 4 - 1 1- 1 - 1 3 5.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8 Max Horz 2=28(LC 11) Max Uplift 4=-33(LC 18), 2=-40(LC 8) Max Grav 4=313(LC 32), 2=421(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) 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. 10) 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. 11) 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 J1093180 Truss M03 Truss Type Monopitch Qty 4 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300253 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:09 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-x0utjLB9Tq4HE3kAG4SeGlI7yp?vDssCYW??Qkyd5YK Scale = 1:13.9 1 2 3 4 8 9 3x4 3x4 4x4 3-11-8 3-11-8 -1-9-12 1-9-12 3-11-8 3-11-8 0- 4 - 1 1- 1 1 - 1 3 5.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.00 (loc) 4-7 4-7 2 l/defl >999 >741 n/a L/d 360 240 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8 Max Horz 2=48(LC 11) Max Uplift 4=-7(LC 12), 2=-29(LC 8) Max Grav 4=371(LC 32), 2=503(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) 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. 10) 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. 11) 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 J1093180 Truss M04 Truss Type GABLE Qty 1 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300254 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:10 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-PDSFwgCoE8C8rDJMpnztpzqIWCKuyGOLnAlYzAyd5YJ Scale = 1:23.7 1 2 3 4 6 5 15 16 17 18 19 20 3x4 4x4 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4-1-14 4-1-14 7-11-8 3-9-10 -2-0-0 2-0-0 4-1-14 4-1-14 7-11-8 3-9-10 0- 4 - 1 3- 7 - 1 3 5.00 12 Plate Offsets (X,Y)-- [9:0-1-14,0-0-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.56 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 5=Mechanical Max Horz 2=89(LC 11) Max Uplift 2=-33(LC 12), 5=-23(LC 12) Max Grav 2=631(LC 19), 5=476(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/43 BOT CHORD 2-6=-35/590, 5-6=-35/590 WEBS 3-6=0/352, 3-5=-655/80 NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-9-12, Exterior(2E) 4-9-12 to 7-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 11) 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. 12) 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. 13) 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 J1093180 Truss M05 Truss Type Monopitch Qty 8 Ply 1 Soundbuilt NW, LLC Job Reference (optional) K10300255 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Sep 16 09:32:11 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:h3j5wvioGLeDITUSLQQacVz3mW6-tP0d80DQ?RK?TNuYNVU6LANTGcg7hjeV0qU6Vcyd5YI Scale = 1:23.5 1 2 3 4 6 5 10 11 12 13 14 15 3x4 4x4 3x4 1.5x4 3x4 4-1-14 4-1-14 7-11-8 3-9-10 -2-0-0 2-0-0 4-1-14 4-1-14 7-11-8 3-9-10 0- 4 - 1 3- 7 - 1 3 5.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 15.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.56 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 5=Mechanical Max Horz 2=89(LC 11) Max Uplift 2=-33(LC 12), 5=-23(LC 12) Max Grav 2=631(LC 19), 5=476(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/43 BOT CHORD 2-6=-35/590, 5-6=-35/590 WEBS 3-6=0/352, 3-5=-655/80 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-9-12, Exterior(2E) 4-9-12 to 7-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 9) 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. 10) 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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