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HomeMy WebLinkAbout299JGW - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 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 ProBuild (CarterLee Bldg Components). April 30,2021 Liu, Xuegang Pages or sheets covered by this seal: I45917304 thru I45917409 My license renewal date for the state of Indiana is July 31, 2022. B21101111 Wedgewood 299 Westvale 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. 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917304 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:34:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-kPOOFnby?MjFGjir7SpWSb9YGOVbtxmqwkvBIWzLVKR Scale = 1:32.4 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 5-10-135-10-13 -1-9-8 1-9-8 5-10-13 5-10-13 1-3-35-3-34-11-110-3-85-3-38.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.38 0.16 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=203(LC 5) Max Uplift 5=-112(LC 8), 4=-184(LC 5) Max Grav 5=361(LC 1), 4=278(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-305/122 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=112, 4=184. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 111 lb up at 3-6-4, and 117 lb down and 126 lb up at 3-7-1 on top chord, and 23 lb down and 37 lb up at 3-6-4, and 20 lb down and 23 lb up at 3-7-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-0(F=1, B=-1) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917305 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-gnW8gTdCXzzzV0sDFtr?X0EuLBA3Lq37O2OIMOzLVKP Scale = 1:33.8 1 2 3 5 4 6 7 89 3x4 8x8 3x4 4x6 6-2-76-2-7 -2-2-13 2-2-13 6-2-7 6-2-7 1-6-115-5-105-2-20-3-85-5-107.57 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.34 0.16 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S 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) 5=0-3-8, 4=0-1-8 Max Horz 5=214(LC 7) Max Uplift 5=-210(LC 8), 4=-220(LC 5) Max Grav 5=435(LC 35), 4=295(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-329/164 BOT CHORD 4-5=-285/209 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=210, 4=220. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 122 lb up at 1-6-4, and 129 lb down and 137 lb up at 3-7-7, and 99 lb down and 118 lb up at 3-10-12 on top chord, and 49 lb down and 62 lb up at 1-6-4, and 24 lb down and 22 lb up at 3-7-7, and 30 lb down and 47 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=38(B) 9=-1(F=-3, B=2) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917306 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5MBHIVf5quLXMUbow?Oi9esPbPCmYApZ40dyzjzLVKM Scale = 1:33.8 1 2 3 5 4 6 7 89 3x4 8x8 3x4 4x6 6-2-76-2-7 -2-2-13 2-2-13 6-2-7 6-2-7 1-6-115-5-105-2-20-3-85-5-107.57 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.34 0.16 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S 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) 5=0-3-8, 4=0-1-8 Max Horz 5=214(LC 5) Max Uplift 5=-210(LC 8), 4=-220(LC 5) Max Grav 5=435(LC 35), 4=295(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-329/164 BOT CHORD 4-5=-285/209 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=210, 4=220. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 122 lb up at 1-6-4, and 129 lb down and 137 lb up at 3-7-7, and 99 lb down and 118 lb up at 3-10-12 on top chord, and 49 lb down and 62 lb up at 1-6-4, and 24 lb down and 22 lb up at 3-7-7, and 30 lb down and 47 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=38(F) 9=-1(F=2, B=-3) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917307 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-VxtPwWiz7pk6DxJNb8yPnHUzMcGGlYV?m_rca2zLVKJ Scale: 1/2"=1' 1 2 3 4 7 65 8 9 2x4 4x6 2x4 8x8 3x6 4x6 2-8-22-8-2 3-10-21-2-0 -2-0-15 2-0-15 2-8-2 2-8-2 3-10-2 1-2-0 1-6-104-1-142-3-41-10-102-6-131-7-28.14 12 8.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.18 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-15, 5=0-1-8 Max Horz 7=184(LC 12) Max Uplift 7=-62(LC 12), 5=-149(LC 12) Max Grav 7=195(LC 1), 5=150(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-254/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=149. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 25 lb up at -2-0-15, and 50 lb down and 25 lb up at -2-0-15, and 88 lb down and 73 lb up at 1-11-4 on top chord, and 31 lb down and 42 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-64(F=-32, B=-32) 9=3(B) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-33(F=13, B=13), 2=-2(F=29, B=29)-to-4=-58(F=1, B=1), 7=0(F=10, B=10)-to-6=-14(F=3, B=3), 6=-14(F=3, B=3)-to-5=-19(F=0, B=0) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917308 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-z8Ro8sibu7szr5uZ9rTeJU1860bVU?i9?ebA6UzLVKI Scale: 1/2"=1' 1 2 3 4 7 65 8 9 2x4 4x6 2x4 8x8 3x6 4x6 2-8-22-8-2 3-10-11-1-15 -2-0-15 2-0-15 2-8-2 2-8-2 3-10-1 1-1-15 1-6-104-1-142-3-41-10-102-6-121-7-28.14 12 8.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.18 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-15, 5=0-1-8 Max Horz 7=184(LC 29) Max Uplift 7=-61(LC 12), 5=-156(LC 12) Max Grav 7=196(LC 1), 5=156(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-257/181 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=156. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 25 lb up at -2-0-15, and 50 lb down and 25 lb up at -2-0-15, and 84 lb down and 73 lb up at 2-1-14 on top chord, and 38 lb down and 47 lb up at 2-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-64(F=-32, B=-32) 9=0(F) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-33(F=13, B=13), 2=-2(F=29, B=29)-to-4=-58(F=1, B=1), 7=0(F=10, B=10)-to-6=-14(F=3, B=3), 6=-14(F=3, B=3)-to-5=-19(F=0, B=0) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE01 Truss Type COMMON STRUCTURAL GA Qty 2 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917309 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-vWYYZYksPk6h4P2yHGV6Ov6UyqBdyt5SSx4GBNzLVKG Scale = 1:74.6 1 2 3 4 5 6 7 12 11 10 9 8 4x6 2x4 2x4 3x6 3x4 10x10 3x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-5-123-5-12 3-7-80-1-12 7-11-84-4-0 12-3-84-4-0 12-5-40-1-12 15-11-03-5-12 -1-2-8 1-2-8 3-5-12 3-5-12 7-11-8 4-5-12 12-5-0 4-5-8 12-5-4 0-0-4 15-11-0 3-5-12 17-1-8 1-2-8 1-5-810-8-151-5-814.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [13:0-1-12,0-1-0], [16:0-1-12,0-1-0], [19:0-1-12,0-1-0], [28:0-1-12,0-1-0], [31:0-1-12,0-1-0], [34:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.15 0.39 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 6-0-0 oc bracing. REACTIONS.All bearings 3-7-8. (lb) - Max Horz 12=-330(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 8 except 11=-658(LC 10), 9=-646(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 12=399(LC 1), 8=399(LC 1), 11=3371(LC 17), 11=3003(LC 1), 9=3297(LC 17), 9=3003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/75, 3-4=-1145/327, 4-5=-1210/321, 2-12=-328/35, 6-8=-328/17 BOT CHORD 11-12=-301/300, 10-11=-178/255 WEBS 3-11=-1649/367, 3-10=-105/985, 4-10=-343/1430, 5-10=-111/993, 5-9=-1622/358 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 11-9-14, Exterior(2E) 11-9-14 to 17-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) Gable studs spaced at 1-4-0 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 20.0psf 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) 12, 8 except (jt=lb) 11=658, 9=646. 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. LOAD CASE(S) StandardContinued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE01 Truss Type COMMON STRUCTURAL GA Qty 2 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917309 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-vWYYZYksPk6h4P2yHGV6Ov6UyqBdyt5SSx4GBNzLVKG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60 Trapezoidal Loads (plf) Vert: 12=-80(F=-60)-to-10=-650(F=-630), 10=-650(F=-630)-to-8=-80(F=-60) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917310 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-svgIzEl6xLMPKjCLOhXaUKBqHdzIQqOkwFZNFGzLVKE Scale = 1:29.5 1 2 3 4 5 6 7 8 13 12 11 10 9 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 8-1-8 8-1-8 0-8-04-8-126.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud -t 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-1-8. (lb) - Max Horz 2=121(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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 20.0psf 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) 9, 2, 10, 11, 12, 13. 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. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917311 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-K5EhBamkifUGxsnXyO3p0YkyB1Hp999u8vIxnizLVKD Scale = 1:69.3 1 2 3 4 5 6 7 14 13 11 9812 10 4x6 3x8 3x4 3x4 3x6 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-8-02-8-0 7-3-44-7-4 11-11-04-7-12 14-7-02-8-0 -1-3-0 1-3-0 3-6-8 3-6-8 7-3-4 3-8-12 11-0-0 3-8-12 14-7-0 3-7-0 15-9-8 1-2-8 1-6-29-11-141-5-814.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.28 0.16 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 11 11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,6-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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.All bearings 2-11-8 except (jt=length) 12=0-3-8, 10=0-3-8. (lb) - Max Horz 14=-311(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10 except 14=-127(LC 11), 8=-125(LC 10), 13=-122(LC 18), 9=-138(LC 17) Max Grav All reactions 250 lb or less at joint(s) 13, 9 except 14=629(LC 1), 8=626(LC 1), 12=307(LC 3), 10=316(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-460/233, 4-5=-460/233 BOT CHORD 13-14=-142/392, 12-13=-142/392, 11-12=-142/392, 10-11=-16/301, 9-10=-16/301, 8-9=-16/301 WEBS 4-11=-244/464, 3-14=-460/31, 5-8=-456/30 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-0 to 4-0-10, Exterior(2R) 4-0-10 to 10-5-14, Exterior(2E) 10-5-14 to 15-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) Gable studs spaced at 1-4-0 oc. 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 20.0psf 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) 10 except (jt=lb) 14=127, 8=125, 13=122, 9=138. 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917311 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:12 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-K5EhBamkifUGxsnXyO3p0YkyB1Hp999u8vIxnizLVKD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-14=-40(F=-20) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917312 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-oIo3OvnMTzc7Z0MjW6a2ZlH03RSVuVh1NZ2UK8zLVKC Scale = 1:73.2 1 2 3 4 5 67 8 9 10161514 13 12 11 20 21 22 17 23 24 5x6 4x6 3x6 5x6 3x4 3x12 3x16 MT18HS 5x8 5x8 4x8 4x8 3x6 3x6 3x8 2x4 2x4 1-4-81-4-8 4-11-103-7-2 15-1-810-1-14 20-9-05-7-8 26-4-95-7-8 28-7-02-2-7 -1-2-8 1-2-8 4-11-10 4-11-10 10-0-9 5-0-15 15-1-8 5-0-15 20-9-0 5-7-8 26-4-9 5-7-8 28-7-0 2-2-7 29-9-8 1-2-8 0-4-142-3-310-8-1212-3-141-1-51-7-24.50 12 10.00 12 10.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-7], [4:0-2-8,0-2-0], [9:0-2-8,Edge], [13:0-2-8,0-1-8], [16:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.72 0.77 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.83 0.18 0.18 (loc) 14-16 14-16 11 14-16 l/defl >714 >392 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-12: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS. (size) 11=0-3-8, 2=1-8-0, 17=0-3-8 Max Horz 2=330(LC 9) Max Uplift 11=-153(LC 11), 2=-57(LC 10), 17=-115(LC 10) Max Grav 11=1318(LC 18), 2=799(LC 2), 17=535(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2571/294, 3-4=-3157/493, 4-5=-1237/351, 5-6=-1238/345, 6-8=-1646/298, 8-9=-3012/307, 9-11=-1273/236 BOT CHORD 2-17=-214/2475, 16-17=-214/2475, 14-16=-115/1392, 13-14=0/1277, 12-13=-145/2182 WEBS 3-16=-1233/283, 4-16=-181/1836, 4-14=-650/283, 5-14=-261/1194, 6-14=-616/257, 6-13=0/354, 8-13=-1031/215, 8-12=0/919, 9-12=-165/2362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 9-9-14, Exterior(2R) 9-9-14 to 20-5-2, Interior(1) 20-5-2 to 24-5-14, Exterior(2E) 24-5-14 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=153, 17=115. 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. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss GE05 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917313 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-GUMRcFo_EGk_BAwv3p5H5zpFarzDdBzBcDn1sazLVKB Scale = 1:15.6 1 2 3 4 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-01-8-0 -1-2-8 1-2-8 5-5-3 5-5-3 0-4-142-5-52-1-130-3-82-5-54.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.48 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=1-8-0, 4=0-1-8, 5=0-3-8 Max Horz 2=99(LC 7) Max Uplift 2=-115(LC 6), 4=-60(LC 10) Max Grav 2=237(LC 1), 4=181(LC 1), 5=155(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Gable studs spaced at 1-4-0 oc. 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 20.0psf 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=115. 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. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917314 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-kgwppbod?asqoKV6dXcWeAMSdEIHMeDKrtXbO1zLVKA Scale = 1:21.8 1 2 5 3 43x4 3x6 2-1-12-1-1 -1-0-8 1-0-8 2-1-1 2-1-1 1-3-33-8-73-1-53-8-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.33 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=120(LC 10) Max Uplift 3=-86(LC 10), 4=-27(LC 10) Max Grav 5=169(LC 1), 3=63(LC 17), 4=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917315 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-kgwppbod?asqoKV6dXcWeAMQrEGxMeDKrtXbO1zLVKA Scale = 1:22.1 1 2 5 3 4 3x12 3-4-23-4-2 -1-2-8 1-2-8 3-4-2 3-4-2 1-0-33-9-103-3-133-9-1010.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.51 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=132(LC 10) Max Uplift 3=-85(LC 10), 4=-5(LC 10) Max Grav 5=224(LC 1), 3=93(LC 17), 4=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917316 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-CsTB1xpFmu_hQU4IBE7lBOvdHeey55TU3XG8wTzLVK9 Scale = 1:17.4 1 2 5 3 43x4 3x6 1-2-21-2-2 -1-2-8 1-2-8 1-2-2 1-2-2 1-5-82-9-152-2-132-10-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.34 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=84(LC 10) Max Uplift 3=-44(LC 10), 4=-44(LC 10) Max Grav 5=176(LC 1), 3=24(LC 8), 4=40(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917317 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-g31aEHqtXB6Y2efUlye_jbRoB2_AqYidIB0hTvzLVK8 Scale: 3/4"=1' 1 2 5 3 43x4 3x6 0-10-60-10-6 -1-2-8 1-2-8 0-10-6 0-10-6 1-6-112-6-121-11-102-6-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 7) Max Uplift 5=-1(LC 6), 3=-44(LC 1), 4=-60(LC 10) Max Grav 5=188(LC 1), 3=15(LC 6), 4=51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917318 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-8FbySdrVIVEPgnEhIfADGp_xrSJvZ?ymXrlF?MzLVK7 Scale = 1:23.6 1 2 5 3 4 4x6 3x6 2-1-122-1-12 -1-2-8 1-2-8 2-1-12 2-1-12 1-6-114-0-123-5-104-0-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.46 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=126(LC 10) Max Uplift 3=-93(LC 10), 4=-37(LC 10) Max Grav 5=187(LC 1), 3=64(LC 17), 4=45(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917319 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-8FbySdrVIVEPgnEhIfADGp_xrSJvZ?ymXrlF?MzLVK7 Scale = 1:23.6 1 2 5 3 4 4x6 3x6 2-1-122-1-12 -1-2-8 1-2-8 2-1-12 2-1-12 1-6-114-0-123-5-104-0-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.46 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=126(LC 10) Max Uplift 3=-93(LC 10), 4=-37(LC 10) Max Grav 5=187(LC 1), 3=64(LC 17), 4=45(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917320 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-dR9Kfzs73pNGHxptsMhSo0X8gsfeISCwlVVoXozLVK6 Scale: 3/4"=1' 1 2 5 3 43x4 3x6 0-10-60-10-6 -1-2-8 1-2-8 0-10-6 0-10-6 1-6-112-6-121-11-102-6-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 7) Max Uplift 5=-1(LC 6), 3=-44(LC 1), 4=-60(LC 10) Max Grav 5=188(LC 1), 3=15(LC 6), 4=51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917321 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5ejisJslq6V7v5O3Q4ChLE3GDFzp1uS3_9EM3EzLVK5 Scale = 1:22.8 1 2 5 3 4 3x12 3-11-33-11-3 -1-2-8 1-2-8 3-11-3 3-11-3 1-0-03-11-63-5-143-11-69.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.53 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=135(LC 10) Max Uplift 3=-90(LC 10), 4=-1(LC 10) Max Grav 5=245(LC 1), 3=110(LC 17), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917322 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-ZqH44ftNbQd_XFzG_njwuRcRzfJ2mLiDDp_vcgzLVK4 Scale = 1:22.8 1 2 5 3 4 3x12 3-11-33-11-3 -1-2-8 1-2-8 3-11-3 3-11-3 1-0-03-11-63-5-143-11-69.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.53 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=135(LC 10) Max Uplift 3=-90(LC 10), 4=-1(LC 10) Max Grav 5=245(LC 1), 3=110(LC 17), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917323 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-ZqH44ftNbQd_XFzG_njwuRcU2fM2mLiDDp_vcgzLVK4 Scale = 1:18.0 1 2 3 7 6 4 5 2x4 3x6 4x6 2x4 1-8-51-8-5 2-2-130-6-8 -1-2-8 1-2-8 2-2-13 2-2-13 1-1-52-11-101-9-101-2-010.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.34 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 7 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=93(LC 10) Max Uplift 4=-38(LC 10), 5=-27(LC 10) Max Grav 7=201(LC 1), 4=49(LC 17), 5=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917324 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-10rSH_u0Lklr8PYSXVE9Qf9fX3iEVoyMSTjS87zLVK3 Scale = 1:18.7 1 2 3 7 6 4 5 2x4 3x6 4x6 2x4 1-10-61-10-6 2-4-150-6-8 -1-2-8 1-2-8 2-4-15 2-4-15 1-1-53-1-61-9-102-7-101-3-1210.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.35 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 7 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=98(LC 10) Max Uplift 4=-39(LC 10), 5=-29(LC 10) Max Grav 7=205(LC 1), 4=52(LC 17), 5=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss M01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917325 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-VDOrVKve61timZ6e5ClOzshmlT?cEEUWg7T0gZzLVK2 Scale = 1:32.7 1 2 3 5 4 2x4 2x4 3x6 3x4 5-2-85-2-8 -1-2-8 1-2-8 5-2-8 5-2-8 1-0-35-4-45-0-120-3-85-4-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.58 0.28 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >842 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. REACTIONS. (size) 5=0-5-8, 4=0-1-8 Max Horz 5=191(LC 10) Max Uplift 4=-131(LC 10) Max Grav 5=289(LC 1), 4=215(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-366/123 WEBS 2-4=-125/371 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=131. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917326 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-zPyDigvGtL?ZOihqfwGdV4E?OtOmziTfvnCZC?zLVK1 Scale = 1:32.7 1 2 3 4 8 7 6 5 2x4 2x4 3x4 3x6 4x10 3x4 3x4 2-7-82-7-8 5-2-82-7-0 -1-2-8 1-2-8 2-7-8 2-7-8 5-2-8 2-7-0 1-0-35-4-44-0-121-3-84-4-41-0-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.33 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-6 5-6 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-5-8, 5=0-1-8 Max Horz 8=192(LC 7) Max Uplift 8=-23(LC 10), 5=-90(LC 7) Max Grav 8=289(LC 1), 5=232(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-264/243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss M03 Truss Type Monopitch Qty 11 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917327 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-zPyDigvGtL?ZOihqfwGdV4Ew9tKZzgmfvnCZC?zLVK1 Scale = 1:49.2 1 2 3 5 4 2x4 2x4 3x6 3x4 5-10-05-10-0 -1-2-8 1-2-8 5-10-0 5-10-0 1-5-88-3-37-11-110-3-88-3-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.67 0.36 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >588 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=295(LC 10) Max Uplift 4=-252(LC 10) Max Grav 5=313(LC 1), 4=283(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-309/217, 2-5=-257/55 BOT CHORD 4-5=-357/215 WEBS 2-4=-220/366 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=252. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917328 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-RbWbw0wuef7Q?sG1Ddos2HnEqGlii9ho8Ry7lSzLVK0 Scale = 1:9.8 1 2 3 4 2x4 2x4 2x4 2-2-92-2-9 -1-2-8 1-2-8 2-2-9 2-2-9 0-5-81-4-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.09 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=2-2-9, 4=2-2-9, 2=2-2-9 Max Horz 2=51(LC 7) Max Uplift 4=-13(LC 10), 2=-51(LC 6) Max Grav 4=64(LC 1), 4=64(LC 1), 2=178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss M05 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917329 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-vo4z7MxWPyFHd0rDmLJ5bVJNcg2MRaXyM5hgHuzLVK? Scale = 1:45.5 1 2 3 4 7 65 2x4 3x6 2x4 5x6 3x6 3x4 1-7-141-7-14 5-2-03-6-2 -1-2-8 1-2-8 1-7-14 1-7-14 5-2-0 3-6-2 1-6-107-7-05-8-61-10-105-11-141-7-214.00 12 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.22 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=261(LC 10) Max Uplift 5=-239(LC 10) Max Grav 7=288(LC 1), 5=253(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-315/257, 2-3=-329/253 BOT CHORD 6-7=-509/298, 5-6=-326/415 WEBS 3-6=-357/317, 3-5=-463/364 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=239. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917330 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-O_eLKiy8AGN8FAQPK2qK7isNI4PGA3B5blRDpKzLVK_ Scale = 1:22.9 1 2 3 5 4 6 7 3x4 4x6 4x6 2x4 5-5-135-5-13 -3-7-2 3-7-2 5-5-13 5-5-13 1-5-83-7-53-3-130-3-83-7-54.71 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.93 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=159(LC 5) Max Uplift 5=-245(LC 4), 4=-95(LC 12) Max Grav 5=708(LC 1), 4=83(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-636/259 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=245. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 24 lb up at -3-7-2, and 70 lb down and 85 lb up at 3-5-2 on top chord, and 34 lb down and 48 lb up at 3-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-120 6=25(B) 7=5(B) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917331 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-sACkY2zmxaV_sK?culLZgwPZTUaTvM5FqPAnLmzLVJz Scale = 1:28.9 1 2 3 54 7 6 8 9 10 11 3x6 2x4 4x8 4x8 3x12 3x4 3x4 4-2-74-2-7 8-5-84-3-1 4-2-7 4-2-7 8-5-8 4-3-1 0-8-04-9-01-1-24-9-06.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.77 0.81 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.02 (loc) 1-5 1-5 7 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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) 1=0-3-8, 7=0-3-8 Max Horz 1=171(LC 8) Max Uplift 1=-270(LC 8), 7=-306(LC 8) Max Grav 1=2576(LC 2), 7=2035(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2611/250, 4-7=-250/1962 BOT CHORD 1-5=-334/2229, 4-5=-334/2229 WEBS 2-5=-207/2423, 2-4=-2584/386 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=270, 7=306. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1019 lb down and 116 lb up at 0-6-12, 1013 lb down and 121 lb up at 2-6-12, and 1013 lb down and 121 lb up at 4-6-12, and 1013 lb down and 121 lb up at 6-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917331 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-sACkY2zmxaV_sK?culLZgwPZTUaTvM5FqPAnLmzLVJz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 8=-925(F) 9=-919(F) 10=-919(F) 11=-919(F) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917332 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-KNm6lOzPitdrUUaoSTsoC7xviu6kezLO33wKtDzLVJy Scale = 1:12.5 1 2 3 4 5 6 87 4x6 4x6 2x4 2x4 2x4 2x4 6-3-16-3-1 6-3-1 6-3-1 0-4-131-3-21-5-70-1-80-4-130-1-81-3-210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [5:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-15. (lb) - Max Horz 2=33(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 1-10-12, Exterior(2R) 1-10-12 to 4-4-5, Exterior(2E) 4-4-5 to 5-11-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 20.0psf 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, 5, 8, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss PB02 Truss Type Piggyback Qty 19 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917333 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-KNm6lOzPitdrUUaoSTsoC7xuqu6PezOO33wKtDzLVJy Scale = 1:17.5 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-3-16-3-1 3-1-8 3-1-8 6-3-1 3-1-8 0-4-132-5-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.16 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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=4-11-15, 4=4-11-15, 6=4-11-15 Max Horz 2=-61(LC 8) Max Uplift 2=-36(LC 10), 4=-43(LC 11) Max Grav 2=143(LC 1), 4=143(LC 1), 6=158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917334 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-GltsA3?fEVtZjnkBZuuGIY0Egho16tohWNPRx5zLVJw Scale = 1:12.5 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x4 2x4 2x4 6-3-16-3-1 6-3-1 6-3-1 0-4-131-1-61-3-110-1-80-4-130-1-81-1-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [5:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.14 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-15. (lb) - Max Horz 2=29(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 1-8-10, Exterior(2R) 1-8-10 to 4-6-7, Exterior(2E) 4-6-7 to 5-11-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 20.0psf 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, 5, 8, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T01 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917335 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-C8?dbl0vm67Hz5tZhJxkNz6QmVJJab6_zguY0_zLVJu Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x6 4x6 5x12 5x12 3x4 5x10 MT18HS2x4 2x4 5x6 3x4 3x6 3x6 5x12 5x8 2x4 4x6 3x8 6x10 2-7-82-7-8 12-7-09-11-8 18-7-06-0-0 25-1-106-6-10 31-2-136-1-3 33-9-02-6-3 -1-2-8 1-2-8 2-7-8 2-7-8 7-7-4 4-11-12 12-7-0 4-11-12 18-10-0 6-3-1 25-1-10 6-3-10 31-2-13 6-1-3 33-9-0 2-6-3 1-0-311-6-01-2-01-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-2-8,0-1-8], [6:0-4-4,0-2-0], [7:0-3-6,0-2-6], [8:0-4-0,0-3-0], [11:Edge,0-2-8], [16:0-2-8,0-2-4], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.80 0.70 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.68 0.15 0.14 (loc) 17-18 17-18 12 13-14 l/defl >999 >594 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 164 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19: 2x3 SPF No.2, 16-18,12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16: 2x4 SPF No.2, 2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 6-7, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 6-16, 9-16, 10-14 REACTIONS. (size) 12=Mechanical, 20=0-5-8 Max Horz 20=316(LC 7) Max Uplift 12=-145(LC 11), 20=-151(LC 10) Max Grav 12=1458(LC 2), 20=1565(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2562/288, 3-5=-2684/451, 5-6=-1643/351, 6-7=-1213/346, 7-9=-1679/359, 9-10=-2190/318, 2-20=-1632/230 BOT CHORD 17-18=-178/1563, 16-17=-80/1253, 7-16=-67/739, 13-14=-421/3612, 12-13=-412/3611 WEBS 5-18=-255/974, 5-17=-484/290, 6-17=-102/800, 14-16=-147/1532, 9-16=-675/277, 9-14=0/347, 10-14=-1986/302, 10-12=-3652/431, 18-20=-249/358, 2-18=-182/1844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-3-6, Exterior(2R) 7-3-6 to 24-1-10, Interior(1) 24-1-10 to 31-2-13, Exterior(2E) 31-2-13 to 33-7-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 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) except (jt=lb) 12=145, 20=151. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917336 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-gKZ?o51XXQF8aFSlE0SzvBeeOvfmJ3T7CKd5YQzLVJt Scale = 1:74.3 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 3x6 4x6 3x6 2x4 2x4 5x10 MT18HS 3x4 3x4 3x6 3x6 4x8 5x8 3x6 4x6 5x6 3x6 6x10 2-7-82-7-8 12-7-09-11-8 18-7-06-0-0 25-6-06-11-0 31-5-05-11-0 -1-2-8 1-2-8 2-7-8 2-7-8 7-7-4 4-11-12 12-7-0 4-11-12 18-10-0 6-3-1 25-6-0 6-8-0 31-5-0 5-11-0 32-7-8 1-2-8 1-0-311-6-01-0-31-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-2-8,0-1-8], [6:0-4-4,0-2-0], [7:0-7-2,0-2-2], [10:0-2-12,0-1-8], [12:Edge,0-1-8], [15:0-2-4,0-2-4], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.62 0.69 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.63 0.10 0.07 (loc) 16-17 16-17 12 16-17 l/defl >999 >589 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 158 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18: 2x3 SPF No.2, 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-4 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 6-15 REACTIONS. (size) 12=0-5-8, 19=0-5-8 Max Horz 19=324(LC 9) Max Uplift 12=-147(LC 11), 19=-147(LC 10) Max Grav 12=1429(LC 2), 19=1461(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2408/268, 3-5=-2531/431, 5-6=-1476/337, 6-7=-1024/329, 7-9=-1436/328, 9-10=-1641/259, 2-19=-1540/206, 10-12=-1340/255 BOT CHORD 16-17=-169/1459, 15-16=-79/1150, 7-15=-53/578 WEBS 5-17=-244/975, 5-16=-483/288, 6-16=-100/799, 13-15=-56/1078, 9-15=-343/247, 10-13=-54/1030, 17-19=-236/374, 2-17=-166/1733 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-1-0, Exterior(2R) 5-1-0 to 26-4-0, Interior(1) 26-4-0 to 27-3-14, Exterior(2E) 27-3-14 to 32-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=147, 19=147. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917337 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-9W7N0R29IjO?CP1yokzCSOBqdI1P2cWHR_Ne4szLVJs Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 3x6 4x8 4x8 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 5x6 3x4 5x6 5-11-05-11-0 12-7-06-8-0 18-10-06-3-1 25-6-06-8-0 31-5-05-11-0 -1-2-8 1-2-8 5-11-0 5-11-0 12-7-0 6-8-0 18-10-0 6-3-1 25-6-0 6-8-0 31-5-0 5-11-0 32-7-8 1-2-8 1-0-311-6-01-0-311-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-0,0-1-12], [6:0-6-0,0-1-12], [9:0-2-12,0-1-8], [11:Edge,0-1-8], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.52 0.53 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.04 0.04 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13,6-13: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 8-13 REACTIONS. (size) 17=0-5-8, 11=0-5-8 Max Horz 17=324(LC 9) Max Uplift 17=-147(LC 10), 11=-147(LC 11) Max Grav 17=1455(LC 2), 11=1451(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1676/262, 3-5=-1355/337, 5-6=-954/337, 6-8=-1349/337, 8-9=-1670/262, 2-17=-1365/257, 9-11=-1361/257 BOT CHORD 16-17=-302/421, 15-16=-165/1382, 13-15=-78/1031, 12-13=-36/1217 WEBS 3-15=-465/250, 5-15=-83/566, 6-13=-61/528, 8-13=-465/250, 2-16=-59/1056, 9-12=-59/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-1-0, Exterior(2R) 5-1-0 to 26-4-0, Interior(1) 26-4-0 to 27-3-14, Exterior(2E) 27-3-14 to 32-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=147, 11=147. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917338 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5vF7R74QpLejRiBKw8?gXpG9d6i4WWrZuIsl9lzLVJq Scale = 1:66.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 3x6 4x8 4x6 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 3x4 4x6 5x6 5-11-05-11-0 12-7-06-8-0 18-10-06-3-1 25-6-06-8-0 31-2-05-8-0 -1-2-8 1-2-8 5-11-0 5-11-0 12-7-0 6-8-0 18-10-0 6-3-1 25-6-0 6-8-0 31-2-0 5-8-0 1-0-311-6-01-2-1111-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-0,0-1-12], [6:0-4-4,0-2-0], [9:0-2-12,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.62 0.58 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.04 0.04 (loc) 14-15 14-15 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-12,6-12: 2x4 SPF No.2, 9-10,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS. (size) 16=0-5-8, 10=Mechanical Max Horz 16=301(LC 7) Max Uplift 16=-147(LC 10), 10=-114(LC 11) Max Grav 16=1445(LC 2), 10=1372(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1663/260, 3-5=-1341/335, 5-6=-938/334, 6-8=-1329/335, 8-9=-1602/253, 9-10=-1288/202, 2-16=-1356/256 BOT CHORD 15-16=-300/399, 14-15=-204/1351, 12-14=-78/999, 11-12=-121/1174 WEBS 3-14=-466/250, 5-14=-84/567, 6-12=-60/517, 8-12=-431/249, 9-11=-102/1085, 2-15=-61/1046 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-1-0, Exterior(2R) 5-1-0 to 25-6-0, Exterior(2E) 25-6-0 to 31-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, with BCDL = 10.0psf. 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) except (jt=lb) 16=147, 10=114. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917339 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-Z5oWeT42aema3smXTsWv41pG4W2qFy0j7ybJhBzLVJp Scale = 1:75.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 20 21 22 23 24 3x6 5x10 MT18HS 4x6 3x6 8x10 4x6 3x6 3x6 2x4 3x4 3x8 3x6 3x6 3x4 4x6 5-11-05-11-0 12-7-06-8-0 18-10-06-3-1 25-6-06-8-0 31-2-05-8-0 5-11-0 5-11-0 12-7-0 6-8-0 18-10-0 6-3-1 25-6-0 6-8-0 31-2-0 5-8-0 1-0-311-6-01-2-1111-6-010.00 12 Plate Offsets (X,Y)-- [1:0-6-2,0-0-4], [5:0-5-12,0-1-0], [6:0-4-4,0-2-0], [9:0-2-12,0-1-8], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.89 0.61 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.22 -0.04 0.04 (loc) 14-15 14-15 1 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-14,5-12,6-12: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS. (size) 1=Mechanical, 10=Mechanical Max Horz 1=292(LC 9) Max Uplift 1=-118(LC 10), 10=-114(LC 11) Max Grav 1=1409(LC 2), 10=1385(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1715/274, 3-5=-1365/341, 5-6=-950/338, 6-8=-1347/339, 8-9=-1619/259, 9-10=-1302/203 BOT CHORD 1-15=-194/1390, 14-15=-194/1390, 12-14=-93/1029, 11-12=-93/1188 WEBS 3-15=0/259, 3-14=-478/262, 5-14=-85/595, 6-12=-62/532, 8-12=-434/249, 9-11=-91/1099 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-3-10, Exterior(2R) 5-3-10 to 25-6-0, Exterior(2E) 25-6-0 to 31-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 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) except (jt=lb) 1=118, 10=114. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917340 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-1IMuso5gLyuRh0Lj1Z28cEMQGwIp_IosMcLsDezLVJo Scale = 1:68.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 12x18 MT18HS 6x6 4x8 3x6 8x10 2x4 2x4 3x6 3x12 3x4 3x6 3x6 3x4 4x6 1-2-31-2-3 8-0-06-9-13 12-7-04-7-0 18-10-06-3-1 25-6-06-8-0 31-2-05-8-0 1-2-3 1-2-3 8-0-0 6-9-13 12-7-0 4-7-0 18-10-0 6-3-1 25-6-0 6-8-0 31-2-0 5-8-0 1-0-010-6-011-6-01-2-111-0-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-0,0-1-12], [8:0-2-12,0-1-8], [10:0-2-8,0-1-8], [17:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.93 0.95 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.06 0.09 (loc) 15-16 15-16 9 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 164 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-13,5-13,5-11: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-6 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-6-15 oc bracing: 15-16 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 2-15, 4-13, 5-13, 7-11 REACTIONS. (size) 17=Mechanical, 9=Mechanical Max Horz 17=-271(LC 8) Max Uplift 17=-123(LC 10), 9=-119(LC 11) Max Grav 17=1348(LC 2), 9=1372(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1329/87, 1-2=-1960/233, 2-3=-1760/284, 3-4=-1775/513, 4-5=-930/323, 5-7=-1330/324, 7-8=-1601/241, 8-9=-1288/193 BOT CHORD 16-17=-241/291, 15-16=-366/2323, 3-15=-463/374, 11-13=0/939, 10-11=-112/1174 WEBS 1-16=-258/2304, 2-16=-1240/296, 2-15=-926/216, 13-15=-43/1005, 4-15=-366/1047, 5-11=-79/552, 7-11=-428/248, 8-10=-91/1083 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-2-3, Interior(1) 1-2-3 to 7-3-6, Exterior(2R) 7-3-6 to 24-1-10, Interior(1) 24-1-10 to 25-6-0, Exterior(2E) 25-6-0 to 31-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 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) except (jt=lb) 17=123, 9=119. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917341 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-VUwG386I6G0HIAwvbHZN9SubvJe_jlz0aG4Pm4zLVJn Scale = 1:72.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 12x18 MT18HS 6x6 5x8 3x6 8x10 2x4 2x4 3x6 3x12 3x4 3x6 3x6 3x4 5x8 1-2-31-2-3 8-0-06-9-13 12-7-04-7-0 18-10-06-3-1 25-6-06-8-0 31-5-05-11-0 1-2-3 1-2-3 8-0-0 6-9-13 12-7-0 4-7-0 18-10-0 6-3-1 25-6-0 6-8-0 31-5-0 5-11-0 32-7-8 1-2-8 1-0-010-6-011-6-01-0-31-0-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-12], [5:0-6-0,0-1-12], [8:0-3-8,Edge], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [18:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.94 0.95 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.06 0.09 (loc) 16-17 16-17 10 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-14,5-14,5-12: 2x4 SPF No.2, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-4 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 2-16, 4-14, 5-14, 7-12 REACTIONS. (size) 18=Mechanical, 10=0-5-8 Max Horz 18=-311(LC 6) Max Uplift 18=-122(LC 10), 10=-154(LC 11) Max Grav 18=1358(LC 2), 10=1451(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1338/87, 1-2=-1972/235, 2-3=-1775/281, 3-4=-1790/510, 4-5=-941/330, 5-7=-1350/330, 7-8=-1669/254, 8-10=-1361/252 BOT CHORD 17-18=-250/320, 16-17=-328/2358, 3-16=-463/374, 12-14=0/968, 11-12=-29/1216 WEBS 1-17=-258/2318, 2-17=-1249/295, 2-16=-927/218, 14-16=-43/1035, 4-16=-357/1054, 5-12=-80/573, 7-12=-462/249, 8-11=-46/1050 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-2-3, Interior(1) 1-2-3 to 7-3-6, Exterior(2R) 7-3-6 to 24-1-10, Interior(1) 24-1-10 to 27-3-14, Exterior(2E) 27-3-14 to 32-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 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) except (jt=lb) 18=122, 10=154. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917342 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-Rt20Uq7YetG?YT3IiibrEt_?T7M8Bg4J2aZWqzzLVJl Scale = 1:71.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 23 24 25 26 3x4 4x6 5x8 6x6 4x8 3x6 8x10 2x4 2x4 3x6 4x6 3x8 3x6 4x8 2x4 2x4 3x12 4x6 1-2-31-2-3 8-0-06-9-13 12-7-04-7-0 18-10-06-3-1 21-2-42-4-4 25-6-04-3-12 31-5-05-11-0 1-2-3 1-2-3 8-0-0 6-9-13 12-7-0 4-7-0 18-10-0 6-3-1 25-6-0 6-8-0 31-5-0 5-11-0 1-0-010-6-011-6-01-0-31-0-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-0,0-1-12], [9:0-7-10,Edge], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.68 0.78 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.04 0.07 (loc) 16-17 16-17 9 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-14,5-14,5-12: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-6 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,11-12. WEBS 1 Row at midpt 2-16, 4-14, 5-12, 7-11 REACTIONS. (size) 18=Mechanical, 11=0-3-8, 9=Mechanical Max Horz 18=-278(LC 6) Max Uplift 18=-107(LC 10), 11=-49(LC 10), 9=-109(LC 11) Max Grav 18=1007(LC 2), 11=1077(LC 2), 9=700(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1032/53, 1-2=-1491/174, 2-3=-1231/219, 3-4=-1238/444, 4-5=-546/279, 5-7=-590/241, 7-9=-709/162 BOT CHORD 17-18=-245/281, 16-17=-328/1809, 3-16=-459/369, 12-14=-43/420, 11-12=-280/94, 10-11=-27/477, 9-10=-27/477 WEBS 1-17=-190/1767, 2-17=-888/256, 2-16=-817/202, 14-16=-70/662, 4-16=-354/937, 4-14=-328/172, 5-14=-97/471, 5-12=-420/112, 7-12=-87/850, 7-11=-1203/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 1-2-3, Interior(1) 1-2-3 to 7-3-6, Exterior(2R) 7-3-6 to 24-1-10, Interior(1) 24-1-10 to 26-1-6, Exterior(2E) 26-1-6 to 31-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, with BCDL = 10.0psf. 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) 11 except (jt=lb) 18=107, 9=109. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917343 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-w3cPhA8BPBOs9deUGP64n4WBkXiRwAsSHEJ4MPzLVJk Scale = 1:70.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 26 27 2x4 5x6 4x6 4x8 3x6 3x6 3x4 3x4 4x8 3x6 3x8 2x4 2x4 3x8 3x12 4x6 8-8-08-8-0 12-7-03-11-0 18-10-06-3-1 21-2-42-4-4 25-6-04-3-12 31-5-05-11-0 4-5-4 4-5-4 8-8-0 4-2-12 12-7-0 3-11-0 18-10-0 6-3-1 25-6-0 6-8-0 31-5-0 5-11-0 4-7-88-2-1411-6-01-0-311-6-05.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-6-0,0-1-12], [9:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.58 0.78 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.40 0.03 0.02 (loc) 15-16 15-16 9 15 l/defl >999 >623 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-12: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-14, 5-12, 7-11, 2-16 REACTIONS. (size) 11=0-3-8, 16=Mechanical, 9=Mechanical Max Horz 16=-266(LC 11) Max Uplift 11=-24(LC 10), 16=-121(LC 10), 9=-101(LC 11) Max Grav 11=978(LC 2), 16=1078(LC 2), 9=757(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-887/257, 3-4=-816/353, 4-5=-587/335, 5-7=-670/299, 7-9=-788/209 BOT CHORD 15-16=-187/666, 14-15=-133/825, 12-14=-50/482, 10-11=-60/550, 9-10=-60/550 WEBS 2-15=0/345, 3-14=-420/178, 4-14=-77/277, 5-14=-113/377, 5-12=-338/119, 7-12=-87/761, 7-11=-1094/217, 2-16=-993/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-8-0, Exterior(2R) 8-8-0 to 24-1-10, Interior(1) 24-1-10 to 26-1-6, Exterior(2E) 26-1-6 to 31-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, with BCDL = 10.0psf. 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) 11 except (jt=lb) 16=121, 9=101. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T10 Truss Type Common Qty 10 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917344 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OFAnvW9pAUWjnnDgq7dJJI3NJx6bfhqbVu2dvrzLVJj Scale: 3/16"=1' 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 3x6 3x8 3x6 3x8 7-11-87-11-8 15-11-07-11-8 -1-2-8 1-2-8 2-6-0 2-6-0 7-11-8 5-5-8 13-5-0 5-5-8 15-11-0 2-6-0 17-1-8 1-2-8 1-5-810-8-151-5-814.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.46 0.53 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.01 0.01 (loc) 9-10 9-10 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 8=0-3-8 Max Horz 10=333(LC 9) Max Uplift 10=-87(LC 11), 8=-87(LC 10) Max Grav 10=706(LC 1), 8=706(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-518/197, 4-5=-518/197 BOT CHORD 9-10=-186/481, 8-9=-13/323 WEBS 4-9=-138/437, 5-9=-229/261, 3-9=-229/261, 3-10=-588/124, 5-8=-588/124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 11-9-14, Exterior(2E) 11-9-14 to 17-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T11 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917345 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-KeHXKCA3i6mR15N3xXgnOj8ffkuU7d?uzCXkzkzLVJh Scale = 1:41.0 1 23 8 7 6 5 4 3x6 4x6 2x4 3x4 2x4 3x4 4x10 2-6-82-6-8 5-4-02-9-8 2-1-11 2-1-11 2-6-8 0-4-13 5-4-0 2-9-8 4-6-46-10-57-0-45-10-51-0-06-10-514.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.73 0.12 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 5-7 REACTIONS. (size) 4=Mechanical, 8=Mechanical Max Horz 8=232(LC 7) Max Uplift 4=-191(LC 7), 8=-96(LC 6) Max Grav 4=239(LC 17), 8=272(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) 8 except (jt=lb) 4=191. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T12 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917346 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-oqrvXYBhTPuIeFyFVFB0xwhvU8CXs?e2BsHHWAzLVJg Scale = 1:55.7 1 2 3 4 8 7 6 5 5x8 5x6 2x4 3x6 2x4 3x6 4x10 5x12 5-2-05-2-0 7-11-82-9-8 5-2-0 5-2-0 7-0-6 1-10-6 7-11-8 0-11-2 1-5-89-6-09-7-158-2-81-3-88-6-01-0-09-6-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:0-4-5,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.40 0.19 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.00 (loc) 7-8 7-8 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 8=0-3-8, 5=0-1-8 Max Horz 8=318(LC 10) Max Uplift 5=-266(LC 10) Max Grav 8=307(LC 1), 5=354(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/37, 1-8=-265/0 WEBS 2-5=-454/299, 6-8=-367/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 7-0-6, Exterior(2E) 7-0-6 to 7-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=266. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T13 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917347 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-oqrvXYBhTPuIeFyFVFB0xwhw18Dps?O2BsHHWAzLVJg Scale = 1:61.1 1 2 3 7 6 5 4 5x8 2x4 3x6 2x4 3x6 4x10 3x4 5-2-05-2-0 7-11-82-9-8 5-2-0 5-2-0 7-11-8 2-9-8 1-5-810-8-159-5-71-3-89-8-151-0-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.37 0.17 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.00 (loc) 6-7 6-7 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-6: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-7: 2x4 SPF-S 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 7=0-3-8, 4=0-1-8 Max Horz 7=340(LC 10) Max Uplift 4=-327(LC 10) Max Grav 7=327(LC 19), 4=394(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/83, 1-7=-265/0 WEBS 2-4=-469/308, 5-7=-417/408, 1-5=-234/284 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=327. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T14 Truss Type ROOF SPECIAL Qty 7 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917348 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-G0PIktCJEj09GOXS3yiFU8EzJYUPbU6BQW0q2czLVJf Scale = 1:60.4 1 2 3 5 4 2x4 4x6 3x4 4x8 8x14 MT18HS 7-11-87-11-8 2-6-0 2-6-0 7-11-8 5-5-8 1-5-810-8-1510-5-70-3-810-8-1514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-0-8], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.84 0.47 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 -0.00 -0.07 (loc) 4-5 4-5 4 4-5 l/defl >700 >353 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 44 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-5: 2x4 SPF-S 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=394(LC 7) Max Uplift 5=-65(LC 6), 4=-258(LC 7) Max Grav 5=434(LC 18), 4=443(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/179 BOT CHORD 4-5=-244/263 WEBS 2-4=-315/271, 2-5=-279/112 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=258. 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. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T15 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917349 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-kDzgyDDx?180uY6edgDU0LmDOykhKnxKfAmOa3zLVJe Scale = 1:68.1 1 2 3 4 5678 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 2x4 5x8 4x8 3x6 3x4 2x4 3x16 MT18HS3x4 3x4 4x8 3x4 3x4 3x4 3x4 3x8 8-8-08-8-0 11-6-02-10-0 21-2-49-8-4 24-7-113-5-7 31-5-06-9-5 4-5-4 4-5-4 8-8-0 4-2-12 11-6-0 2-10-0 18-0-13 6-6-13 24-7-11 6-6-13 31-5-0 6-9-5 4-7-88-2-1410-4-1410-7-310-4-145.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.57 0.85 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.56 0.01 0.02 (loc) 11-13 11-13 9 14 l/defl >703 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,5-11,7-11,8-10: 2x4 SPF No.2, 1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-13, 4-13, 5-11, 7-11 REACTIONS. (size) 9=Mechanical, 11=0-3-8, 15=Mechanical Max Horz 15=230(LC 10) Max Uplift 9=-60(LC 7), 11=-280(LC 7), 15=-47(LC 10) Max Grav 9=356(LC 26), 11=1669(LC 2), 15=877(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/72, 3-4=-605/110, 4-5=-447/125 BOT CHORD 14-15=-251/451, 13-14=-170/561 WEBS 3-13=-351/178, 5-13=-129/575, 5-11=-867/277, 7-11=-514/139, 2-15=-743/50 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-8-0, Exterior(2R) 8-8-0 to 18-11-15, Interior(1) 18-11-15 to 26-0-2, Exterior(2E) 26-0-2 to 31-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 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, 15 except (jt=lb) 11=280. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T16 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917350 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-CPX29ZEalKGtVihqANkjZZJIJLCe3PTUuqVx6VzLVJd Scale = 1:47.2 1 2 3 4 6 5 5x8 2x4 3x6 4x8 5-10-05-10-0 -1-2-8 1-2-8 5-4-14 5-4-14 5-10-0 0-5-2 1-5-87-7-107-9-47-4-20-3-87-7-1014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-12], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.94 0.36 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >588 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=309(LC 7) Max Uplift 6=-43(LC 6), 5=-190(LC 7) Max Grav 6=370(LC 18), 5=304(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-315/122 BOT CHORD 5-6=-303/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 5-4-14, Exterior(2E) 5-4-14 to 5-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=190. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T17 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917351 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hb5QNvECWePk7sF1k5Fy5mrSWla4osnd6UFVfxzLVJc Scale = 1:40.6 1 2 34 7 65 6x6 2x4 2x4 3x4 3x6 3x4 4-8-54-8-5 5-10-01-1-11 -1-2-8 1-2-8 4-8-5 4-8-5 5-10-0 1-1-11 1-5-86-9-106-11-46-6-20-3-86-9-1014.00 12 Plate Offsets (X,Y)-- [3:0-4-3,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.98 0.15 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=277(LC 7) Max Uplift 7=-18(LC 6), 5=-161(LC 7) Max Grav 7=340(LC 18), 5=262(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-303/110 BOT CHORD 6-7=-271/178 WEBS 3-5=-265/132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 4-8-5, Exterior(2E) 4-8-5 to 5-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=161. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T18 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917352 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-9ofoaFFqHyXal0qDIonBe_Olk9x2XKinL8_2BNzLVJb Scale = 1:37.6 1 2 34 7 65 6x6 2x4 2x4 3x4 3x6 3x4 3-11-123-11-12 5-10-01-10-4 -1-2-8 1-2-8 3-11-12 3-11-12 5-10-0 1-10-4 1-5-85-11-106-1-45-8-20-3-85-11-1014.00 12 Plate Offsets (X,Y)-- [3:0-4-3,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.50 0.11 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=213(LC 10) Max Uplift 5=-129(LC 10) Max Grav 7=313(LC 1), 5=212(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-281/0 BOT CHORD 6-7=-274/138 WEBS 3-5=-275/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=129. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T19 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917353 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-d_CBobGS2FfRMAPPsVIQBBxyzZHiGoAwaokbjqzLVJa Scale = 1:32.9 1 2 34 7 65 4x8 2x4 2x4 3x4 3x6 3x4 3-3-33-3-3 5-10-02-6-13 -1-2-8 1-2-8 3-3-3 3-3-3 5-10-0 2-6-13 1-5-85-1-105-3-44-10-20-3-85-1-1014.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.34 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=180(LC 10) Max Uplift 5=-90(LC 10) Max Grav 7=313(LC 1), 5=212(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-286/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T20 Truss Type Half Hip Qty 9 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917354 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5AmZ?xH4pZnI_J_bPDpfjPT2RzXT?3V4oST9FGzLVJZ Scale = 1:44.0 1 2 3 4 5 6789 16 15 14 13 12 11 10 17 2x4 2x4 3x4 4x6 5x10 MT18HS 6x8 8x8 8x16 3x12 2x4 2x4 3x12 2x4 4x10 4x10 4-2-04-2-0 8-1-83-11-8 11-11-143-10-6 15-11-83-11-10 19-11-23-11-10 24-1-04-1-14 -1-2-8 1-2-8 4-2-0 4-2-0 8-1-8 3-11-8 11-11-14 3-10-6 15-11-8 3-11-10 19-11-2 3-11-10 24-1-0 4-1-14 0-8-04-7-82-1-04-8-122-1-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [11:0-2-4,0-1-12], [16:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.49 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.47 0.06 0.18 (loc) 13 13-15 10 13-15 l/defl >999 >609 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 131 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-9: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 9-10: 2x4 SPF-S Stud, 5-16,5-13,7-13,7-11,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size) 10=0-5-8, 2=0-3-8 Max Horz 2=181(LC 10) Max Uplift 10=-93(LC 7), 2=-130(LC 10) Max Grav 10=1278(LC 1), 2=1414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2515/224, 5-6=-5332/546, 6-7=-5332/546, 7-8=-2640/200, 8-9=-2640/200, 9-10=-1203/102 BOT CHORD 2-16=-303/2136, 15-16=-673/5353, 13-15=-679/5391, 12-13=-409/4486, 11-12=-409/4486 WEBS 3-16=-135/1467, 3-5=-2141/282, 5-16=-3491/402, 5-13=-409/266, 6-13=-275/46, 7-13=-205/979, 7-11=-1995/207, 8-11=-288/45, 9-11=-219/2762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 8-0-4, Interior(1) 8-0-4 to 18-7-10, Exterior(2E) 18-7-10 to 23-11-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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) 10 except (jt=lb) 2=130. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T20 Truss Type Half Hip Qty 9 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917354 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5AmZ?xH4pZnI_J_bPDpfjPT2RzXT?3V4oST9FGzLVJZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-62, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-27 Concentrated Loads (lb) Vert: 5=-597 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-4=17, 5-17=5, 9-17=9, 2-10=-8 Horz: 1-2=-43, 2-4=-25, 4-5=-25, 9-10=22 Concentrated Loads (lb) Vert: 5=140 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-24, 5-9=-32, 2-10=-13 Horz: 1-2=-6, 2-4=10, 4-5=14, 9-10=-20 Concentrated Loads (lb) Vert: 5=-551 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=-0, 5-9=-1, 2-10=-8 Horz: 1-2=-17, 2-4=-8, 4-5=7, 9-10=14 Concentrated Loads (lb) Vert: 5=-13 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 5-9=11, 2-10=-8 Horz: 1-2=-12, 2-4=-16, 4-5=-18, 9-10=-11 Concentrated Loads (lb) Vert: 5=158 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-13, 5-9=-14, 2-10=-13 Horz: 1-2=-4, 2-4=-0, 4-5=22, 9-10=6 Concentrated Loads (lb) Vert: 5=-675 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-5, 5-9=-2, 2-10=-13 Horz: 1-2=-12, 2-4=-9, 4-5=-3, 9-10=-19 Concentrated Loads (lb) Vert: 5=-455 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 9-10=13 Concentrated Loads (lb) Vert: 5=158 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 9-10=-9 Concentrated Loads (lb) Vert: 5=158 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 9-10=13 Concentrated Loads (lb) Vert: 5=158 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 9-10=-9 Concentrated Loads (lb) Vert: 5=158 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T20 Truss Type Half Hip Qty 9 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917354 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:54 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5AmZ?xH4pZnI_J_bPDpfjPT2RzXT?3V4oST9FGzLVJZ LOAD CASE(S) Standard 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=6, 5-9=-14, 2-10=-13 Horz: 1-2=-23, 2-4=-19, 4-5=-15, 9-10=5 Concentrated Loads (lb) Vert: 5=-592 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2, 2-4=-6, 5-9=-2, 2-10=-13 Horz: 1-2=-11, 2-4=-7, 4-5=-4, 9-10=-17 Concentrated Loads (lb) Vert: 5=-455 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-13 Concentrated Loads (lb) Vert: 5=-398 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-33, 5-9=-57, 2-10=-13 Horz: 1-2=-3, 2-4=-0, 4-5=17, 9-10=5 Concentrated Loads (lb) Vert: 5=-904 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-27, 5-9=-48, 2-10=-13 Horz: 1-2=-9, 2-4=-6, 4-5=-2, 9-10=-14 Concentrated Loads (lb) Vert: 5=-739 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-57, 2-10=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 9-10=4 Concentrated Loads (lb) Vert: 5=-842 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-48, 2-10=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 9-10=-13 Concentrated Loads (lb) Vert: 5=-739 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=-19, 5-9=-27, 2-10=-8 Horz: 1-2=-11, 2-4=11, 4-5=11, 9-10=-11 Concentrated Loads (lb) Vert: 5=-239 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=3, 5-9=-5, 2-10=-8 Horz: 1-4=-11, 4-5=-11, 9-10=11 Concentrated Loads (lb) Vert: 5=-239 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-49, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-42, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-62, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T21 Truss Type Half Hip Qty 7 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917355 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-1ZuJQcIKLA10Dd8_Xer7oqZMFmCXTywMGlyGK9zLVJX Scale = 1:44.8 1 2 3 4 5 6789 16 15 14 13 12 11 10 17 18 2x4 2x4 8x16 3x8 4x6 5x10 MT18HS 6x8 8x8 8x16 3x12 2x4 2x4 3x12 2x4 5x12 4-2-04-2-0 8-1-83-11-8 11-10-103-9-2 15-9-03-10-6 19-7-63-10-6 24-0-84-5-2 -1-2-8 1-2-8 4-2-0 4-2-0 8-1-8 3-11-8 11-10-10 3-9-2 15-9-0 3-10-6 19-7-6 3-10-6 24-0-8 4-5-2 0-8-04-7-82-1-04-8-122-1-01-1-26.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-9], [10:Edge,0-2-8], [16:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.52 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.48 0.04 0.19 (loc) 13-15 13-15 18 13-15 l/defl >999 >597 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-9: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-13,7-13,7-11,9-11: 2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size) 2=0-3-8, 18=0-5-0 Max Horz 2=191(LC 10) Max Uplift 2=-129(LC 10), 18=-92(LC 7) Max Grav 2=1409(LC 1), 18=1243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2531/228, 5-6=-5309/551, 6-7=-5309/551, 7-8=-2747/216, 8-9=-2747/216 BOT CHORD 2-16=-310/2150, 15-16=-660/5275, 13-15=-667/5319, 12-13=-410/4496, 11-12=-410/4496, 10-11=-32/335 WEBS 3-16=-136/1473, 3-5=-2152/278, 5-16=-3391/393, 5-13=-370/258, 6-13=-268/44, 7-13=-206/950, 7-11=-1898/200, 8-11=-308/45, 9-11=-209/2616, 9-18=-1383/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 8-0-4, Interior(1) 8-0-4 to 23-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 2=129. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T21 Truss Type Half Hip Qty 7 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917355 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:56 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-1ZuJQcIKLA10Dd8_Xer7oqZMFmCXTywMGlyGK9zLVJX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-62, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-27 Concentrated Loads (lb) Vert: 5=-597(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-4=17, 5-9=5, 2-10=-8 Horz: 1-2=-43, 2-4=-25, 4-5=-25, 10-17=22 Concentrated Loads (lb) Vert: 5=140(F) 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-24, 5-9=-32, 2-10=-13 Horz: 1-2=-6, 2-4=10, 4-5=14, 10-17=-20 Concentrated Loads (lb) Vert: 5=-551(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=-0, 5-9=-1, 2-10=-8 Horz: 1-2=-17, 2-4=-8, 4-5=7, 10-17=14 Concentrated Loads (lb) Vert: 5=-13(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 5-9=11, 2-10=-8 Horz: 1-2=-12, 2-4=-16, 4-5=-18, 10-17=-11 Concentrated Loads (lb) Vert: 5=158(F) 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-13, 5-9=-14, 2-10=-13 Horz: 1-2=-4, 2-4=-0, 4-5=22, 10-17=6 Concentrated Loads (lb) Vert: 5=-675(F) 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-5, 5-9=-2, 2-10=-13 Horz: 1-2=-12, 2-4=-9, 4-5=-3, 10-17=-19 Concentrated Loads (lb) Vert: 5=-455(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 10-17=13 Concentrated Loads (lb) Vert: 5=158(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 10-17=-9 Concentrated Loads (lb) Vert: 5=158(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 10-17=13 Concentrated Loads (lb) Vert: 5=158(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 10-17=-9 Concentrated Loads (lb) Vert: 5=158(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T21 Truss Type Half Hip Qty 7 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917355 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:56 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-1ZuJQcIKLA10Dd8_Xer7oqZMFmCXTywMGlyGK9zLVJX LOAD CASE(S) Standard 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=6, 5-9=-14, 2-10=-13 Horz: 1-2=-23, 2-4=-19, 4-5=-15, 10-17=5 Concentrated Loads (lb) Vert: 5=-592(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2, 2-4=-6, 5-9=-2, 2-10=-13 Horz: 1-2=-11, 2-4=-7, 4-5=-4, 10-17=-17 Concentrated Loads (lb) Vert: 5=-455(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-13 Concentrated Loads (lb) Vert: 5=-398(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-33, 5-9=-57, 2-10=-13 Horz: 1-2=-3, 2-4=-0, 4-5=17, 10-17=5 Concentrated Loads (lb) Vert: 5=-904(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-27, 5-9=-48, 2-10=-13 Horz: 1-2=-9, 2-4=-6, 4-5=-2, 10-17=-14 Concentrated Loads (lb) Vert: 5=-739(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-57, 2-10=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 10-17=4 Concentrated Loads (lb) Vert: 5=-842(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-48, 2-10=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 10-17=-13 Concentrated Loads (lb) Vert: 5=-739(F) 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=-19, 5-9=-27, 2-10=-8 Horz: 1-2=-11, 2-4=11, 4-5=11, 10-17=-11 Concentrated Loads (lb) Vert: 5=-239(F) 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=3, 5-9=-5, 2-10=-8 Horz: 1-4=-11, 4-5=-11, 10-17=11 Concentrated Loads (lb) Vert: 5=-239(F) 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-49, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796(F) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-796(F) 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-42, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697(F) 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-62, 2-10=-13 Concentrated Loads (lb) Vert: 5=-697(F) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T22 Truss Type COMMON Qty 8 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917356 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-VlShdyJz6U9trnjA5LMML15YoAVdCajWVPipsbzLVJW Scale = 1:58.1 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 3x6 4x8 3x6 5x12 4x6 3x6 3x4 2x4 3x4 2x4 5x12 4x6 8-0-88-0-8 15-10-87-10-0 23-11-08-0-8 -1-2-8 1-2-8 5-0-0 5-0-0 11-11-8 6-11-8 18-11-0 6-11-8 23-11-0 5-0-0 25-1-8 1-2-8 1-0-09-11-101-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.73 0.72 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.07 0.07 (loc) 12-14 12-14 10 12-14 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0, Right 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-252(LC 8) Max Uplift 2=-133(LC 10), 10=-133(LC 11) Max Grav 2=1152(LC 17), 10=1153(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1304/218, 4-6=-1187/273, 6-8=-1189/273, 8-10=-1305/218 BOT CHORD 2-14=-202/1151, 12-14=0/762, 10-12=-59/986 WEBS 6-12=-130/577, 8-12=-296/268, 6-14=-130/574, 4-14=-296/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-7-14, Exterior(2R) 6-7-14 to 17-3-2, Interior(1) 17-3-2 to 19-9-14, Exterior(2E) 19-9-14 to 25-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=133, 10=133. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T23 Truss Type Common Qty 4 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917357 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-zy03rIKbtoHkTxINe3tbuFehPapkx_Qfj3RMO1zLVJV Scale = 1:58.9 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 3x6 4x8 3x4 5x12 4x6 3x6 3x4 2x4 3x4 3x6 3x8 8-0-88-0-8 15-10-87-10-0 23-8-07-9-8 -1-2-8 1-2-8 5-0-0 5-0-0 11-11-8 6-11-8 18-11-0 6-11-8 23-8-0 4-9-0 1-0-09-11-101-2-49.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.87 0.79 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 -0.04 0.05 (loc) 10-12 10-12 2 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12,6-10: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size) 2=0-3-8, 9=Mechanical Max Horz 2=244(LC 7) Max Uplift 2=-131(LC 10), 9=-101(LC 11) Max Grav 2=1138(LC 17), 9=1065(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1282/216, 4-6=-1166/271, 6-7=-1166/273 BOT CHORD 2-12=-223/1121, 10-12=-18/731, 9-10=-114/909 WEBS 4-12=-301/268, 6-12=-130/569, 6-10=-126/559, 7-10=-226/267, 7-9=-1086/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-7-14, Exterior(2R) 6-7-14 to 17-3-2, Interior(1) 17-3-2 to 18-2-10, Exterior(2E) 18-2-10 to 23-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=131, 9=101. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T24 Truss Type Roof Special Qty 4 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917358 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:35:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-S8aS2eLDe5Pb45tZCmPqQSBye_HagTIpyjBwxTzLVJU Scale = 1:61.7 1 2 3 4 5 6 13 12 11 10 9 8 7 4x6 3x6 2x4 3x8 3x8 2x4 3x8 5x8 3x4 5x12 3x6 5x12 1-11-81-11-8 7-3-45-3-12 12-7-85-4-4 14-7-01-11-8 -1-3-0 1-3-0 1-11-8 1-11-8 7-3-4 5-3-12 12-7-8 5-4-4 14-7-0 1-11-8 1-6-29-11-141-5-81-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.45 0.31 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.02 0.01 (loc) 9-10 9-10 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12,5-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-7: 2x4 SPF-S 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 6-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 7=Mechanical Max Horz 13=277(LC 7) Max Uplift 13=-82(LC 11), 7=-76(LC 10) Max Grav 13=660(LC 1), 7=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/154, 3-4=-516/168, 4-5=-518/176, 5-6=-649/123, 2-13=-635/143, 6-7=-542/80 BOT CHORD 10-11=-267/625, 9-10=-105/457 WEBS 3-10=-352/311, 4-10=-97/394, 5-10=-360/268, 11-13=-251/243, 2-11=-109/454, 6-9=-103/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-0 to 4-0-10, Exterior(2R) 4-0-10 to 9-1-10, Exterior(2E) 9-1-10 to 14-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T25 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917359 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-wK8qG_LrPPXSiERlmUw3zgj3wNaDO_MyBNwTTwzLVJT Scale = 1:22.3 1 2 3 4 3x8 3x6 3x8 -1-2-8 1-2-8 7-9-0 7-9-0 0-5-83-8-43-4-120-3-83-8-45.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-8], [3:0-4-0,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.68 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >768 >349 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S 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=0-3-8, 4=0-1-8 Max Horz 2=145(LC 10) Max Uplift 2=-63(LC 10), 4=-86(LC 10) Max Grav 2=387(LC 1), 4=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T26 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917360 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OXhCTKMTAjfJKO0yKBRIVtGDDn?P7Mq5Q1g1?MzLVJS Scale = 1:41.1 1 2 34 7 65 5x6 2x4 2x4 3x4 3x6 3x4 4-8-94-8-9 6-0-01-3-7 -1-2-8 1-2-8 4-8-9 4-8-9 6-0-0 1-3-7 1-6-116-10-117-0-106-7-30-3-86-10-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.70 0.15 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=245(LC 10) Max Uplift 5=-173(LC 10) Max Grav 7=319(LC 1), 5=238(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-281/0 BOT CHORD 6-7=-309/171 WEBS 3-5=-341/174, 2-6=-116/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 4-8-9, Exterior(2E) 4-8-9 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=173. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T27 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917361 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OXhCTKMTAjfJKO0yKBRIVtGFcnyO7Pd5Q1g1?MzLVJS Scale: 1/4"=1' 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 1-6-118-6-118-3-30-3-88-6-1114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.62 0.35 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=301(LC 10) Max Uplift 4=-263(LC 10) Max Grav 5=319(LC 1), 4=293(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-317/224, 2-5=-262/59 BOT CHORD 4-5=-366/224 WEBS 2-4=-230/376 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=263. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T28 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917362 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-sjFahgN5x0nAxYb8tuyX25pT_BGZsurFehPaXozLVJR Scale = 1:34.2 1 2 3 4 5 3x6 3x12 4x6 3x6 6-0-146-0-14 -1-2-8 1-2-8 6-0-14 6-0-14 1-0-05-6-105-3-20-3-85-6-119.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.45 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.10 -0.05 (loc) 5-8 5-8 2 l/defl >858 >725 n/a L/d 240 240 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 -t 1-6-0 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=0-3-8, 5=0-1-8 Max Horz 2=207(LC 9) Max Uplift 2=-32(LC 10), 5=-89(LC 10) Max Grav 2=317(LC 1), 5=272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-317/161 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T29 Truss Type Flat Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917363 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-Kvpyu0OjiKv1ZiAKRcTmbILh7bc1bE5OtL974FzLVJQ Scale = 1:26.9 12345 10 987 6 11 12 2x4 3x8 2x4 4x8 2x4 2x4 3x8 2x4 4x8 3x8 4-0-144-0-14 7-11-83-10-10 11-10-23-10-10 15-11-04-0-14 4-0-14 4-0-14 7-11-8 3-10-10 11-10-2 3-10-10 15-11-0 4-0-14 2-1-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.46 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.02 0.04 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. REACTIONS. (size) 10=0-3-8, 6=0-5-8 Max Horz 10=-45(LC 6) Max Uplift 10=-86(LC 6), 6=-86(LC 7) Max Grav 10=625(LC 1), 6=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-593/259, 1-2=-1069/434, 2-3=-1069/434, 3-4=-1069/434, 4-5=-1069/434, 5-6=-593/259 BOT CHORD 8-9=-500/1399, 7-8=-500/1399 WEBS 1-9=-437/1135, 2-9=-274/171, 3-9=-364/119, 3-7=-364/119, 4-7=-274/171, 5-7=-437/1135 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 10-9-4, Corner(3) 10-9-4 to 15-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T30 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917364 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-o5NL5MOMSe1uBslW?J_?7WurU?1VKn6Y6?uhchzLVJP Scale = 1:37.3 1 2 3 45 9 876 2x4 5x6 5x6 2x4 5x6 3x6 3x4 3x4 1-7-141-7-14 3-8-142-0-15 5-2-01-5-2 -1-2-8 1-2-8 1-7-14 1-7-14 3-8-14 2-0-15 5-2-0 1-5-2 1-6-105-9-05-11-03-10-61-10-104-1-141-7-214.00 12 14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.32 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.01 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=0-1-8 Max Horz 9=212(LC 7) Max Uplift 9=-11(LC 6), 6=-136(LC 7) Max Grav 9=294(LC 18), 6=217(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-318/200, 2-3=-306/144 BOT CHORD 8-9=-302/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=136. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T31 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917365 8.430 s Nov 18 2020 MiTek Industries, Inc. Fri Apr 30 16:07:45 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158, Mitek ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-aW4pTGiayzAD7gj9jxur0pDutUUUkkAE3LyGBLzLTzS Scale = 1:34.2 1 2 3 4 5 6 2x4 4x6 3x6 3x4 3x6 2-8-152-8-15 5-2-02-5-1 -1-2-8 1-2-8 0-6-12 0-6-12 5-2-0 4-7-4 0-4-140-7-61-11-50-3-85-11-144.50 12 14.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-R 0.41 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 2-6 2-6 6 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-1-8 Max Horz 2=221(LC 7) Max Uplift 2=-88(LC 6), 6=-113(LC 7) Max Grav 2=291(LC 20), 6=251(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/116 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 0-7-12, Interior(1) 0-7-12 to 5-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2 and 113 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T32 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917366 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-kUV5W1Qc_FHbQ9vv6k1TCxz1yoVZoasrZJNngazLVJN Scale = 1:53.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 5x12 6x6 5x6 6x6 3x8 3x6 2x4 3x6 3x8 3x6 4x6 3x8 4-11-104-11-10 11-3-106-3-15 18-11-67-7-13 26-7-127-8-5 28-7-01-11-4 -1-2-8 1-2-8 4-11-10 4-11-10 11-3-10 6-3-15 18-11-6 7-7-13 22-9-9 3-10-3 26-7-12 3-10-3 28-7-0 1-11-4 29-9-8 1-2-8 0-4-142-3-37-4-31-1-97-6-80-4-147-4-34.50 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [4:0-3-4,Edge], [5:0-3-4,Edge], [6:0-2-8,0-1-8], [8:0-0-0,0-0-1], [10:0-2-8,0-2-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.90 0.99 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.34 0.09 0.10 (loc) 11-13 11-13 8 13-14 l/defl >999 >987 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. WEBS 1 Row at midpt 3-13, 4-11 REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=155(LC 9) Max Uplift 2=-151(LC 10), 8=-133(LC 11) Max Grav 2=1300(LC 2), 8=1295(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2805/556, 3-4=-1685/399, 4-5=-1134/380, 5-6=-1533/417, 6-7=-2979/543, 7-8=-2662/423 BOT CHORD 2-14=-453/2561, 13-14=-449/2570, 11-13=-99/1222, 10-11=-218/1377, 8-10=-338/2384 WEBS 3-13=-1401/367, 4-13=-26/723, 5-11=-77/642, 6-11=-407/205, 6-10=-139/1321, 7-10=-847/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-0-0, Exterior(2R) 6-0-0 to 24-3-0, Interior(1) 24-3-0 to 26-7-12, Exterior(2E) 26-7-12 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=151, 8=133. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T33 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917367 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-Dg3TkNRElZQS2JU5gSYil8WHhCuuXxw_oz7LD0zLVJM Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 6x6 6x6 4x8 5x8 3x8 3x6 5x6 3x12 3x4 4x8 3x6 3x6 2x4 3x6 4-11-104-11-10 13-9-08-9-6 16-6-02-9-0 25-3-68-9-6 26-7-121-4-6 28-7-01-11-4 -1-2-8 1-2-8 4-11-10 4-11-10 8-0-0 3-0-6 13-9-0 5-9-0 16-6-0 2-9-0 22-3-0 5-9-0 26-7-12 4-4-12 28-7-0 1-11-4 29-9-8 1-2-8 0-4-142-3-39-4-111-1-99-7-00-4-149-4-114.50 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [5:0-3-4,Edge], [6:0-4-0,0-1-4], [9:0-0-14,0-1-8], [16:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.58 0.79 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.44 0.07 0.12 (loc) 15-16 15-16 9 15-16 l/defl >999 >771 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=207(LC 9) Max Uplift 2=-165(LC 10), 9=-149(LC 11) Max Grav 2=1213(LC 1), 9=1213(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2566/425, 3-4=-2948/556, 4-5=-1270/375, 5-6=-863/365, 6-7=-1243/371, 7-8=-2141/356, 8-9=-2341/412 BOT CHORD 2-16=-327/2322, 15-16=-226/1445, 13-15=-6/883, 12-13=-180/1239, 11-12=-328/2074, 9-11=-326/2105 WEBS 3-16=-1096/239, 4-16=-172/1491, 4-15=-708/285, 5-15=-109/558, 6-13=-95/474, 7-13=-497/254, 7-12=0/736, 8-12=-532/203, 8-11=-288/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 8-5-6, Exterior(2R) 8-5-6 to 21-9-10, Interior(1) 21-9-10 to 26-7-12, Exterior(2E) 26-7-12 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=165, 9=149. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T34 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917368 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-htdrxjSsWsYJfT3IE93xIM3OMcG2GNs71dsulSzLVJL Scale = 1:68.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 6x6 4x6 4x6 3x12 3x6 6x6 5x6 4x8 3x6 3x6 2x4 3x8 4-11-104-11-10 15-1-810-1-14 20-10-105-9-2 26-7-125-9-2 28-7-01-11-4 -1-2-8 1-2-8 4-11-10 4-11-10 10-0-9 5-0-15 15-1-8 5-0-15 20-10-10 5-9-2 26-7-12 5-9-2 28-7-0 1-11-4 29-9-8 1-2-8 0-4-142-3-31-1-910-8-120-4-144.50 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [4:0-2-8,0-2-8], [8:0-0-0,0-0-1], [11:0-2-8,0-1-8], [14:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.84 0.67 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.78 0.07 0.16 (loc) 12-14 12-14 8 12-14 l/defl >793 >436 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 7-11 REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=239(LC 9) Max Uplift 2=-169(LC 10), 8=-155(LC 11) Max Grav 2=1307(LC 2), 8=1290(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2913/372, 3-4=-3585/590, 4-5=-1265/363, 5-6=-1267/355, 6-7=-1691/317, 7-8=-2726/331 BOT CHORD 2-14=-341/2757, 12-14=-183/1437, 11-12=-110/1292, 10-11=-275/2484, 8-10=-262/2492 WEBS 3-14=-1384/318, 4-14=-273/2240, 4-12=-717/300, 5-12=-274/1228, 6-12=-632/269, 6-11=0/350, 7-11=-1235/207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 9-9-14, Exterior(2R) 9-9-14 to 20-5-2, Interior(1) 20-5-2 to 26-7-12, Exterior(2E) 26-7-12 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=169, 8=155. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T35 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917369 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-dFkcMPT62Uo1vnCgLa5PNm8nKPsskKqQUxL?qLzLVJJ Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x4 5x6 3x6 4x8 3x6 5x6 3x4 5x8 3x6 5x8 4x10 2x4 4x6 4x10 2x4 4x6 2-2-72-2-7 9-8-87-6-1 17-2-87-6-1 24-8-97-6-1 26-11-02-2-7 -1-2-8 1-2-8 2-2-7 2-2-7 6-10-0 4-7-9 13-5-8 6-7-8 20-1-0 6-7-8 24-8-9 4-7-9 26-11-0 2-2-7 28-1-8 1-2-8 1-1-512-3-141-1-51-7-210.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [10:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.68 0.96 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.34 0.31 0.10 (loc) 14-16 16-17 12 16-17 l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,6-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 1 Row at midpt 9-14, 3-16 REACTIONS. (size) 18=0-3-8, 12=0-3-8 Max Horz 18=349(LC 9) Max Uplift 18=-138(LC 10), 12=-138(LC 11) Max Grav 18=1271(LC 17), 12=1271(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1465/281, 2-3=-3362/513, 3-4=-1587/224, 4-6=-1509/305, 6-8=-1470/305, 8-9=-1573/224, 9-10=-2920/153, 10-12=-1255/157 BOT CHORD 17-18=-423/472, 16-17=-481/2626, 14-16=0/918, 13-14=-53/2127 WEBS 6-14=-172/819, 8-14=-373/286, 9-14=-923/97, 9-13=0/937, 10-13=-59/2289, 6-16=-210/875, 4-16=-380/291, 3-16=-1227/304, 3-17=-203/1228, 2-17=-333/2586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 8-1-14, Exterior(2R) 8-1-14 to 18-9-2, Interior(1) 18-9-2 to 22-9-14, Exterior(2E) 22-9-14 to 28-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=138, 12=138. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss T36 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917370 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5SI_ZlUlpnwuWxntvHcev_g5rpRQTzhajb5YMnzLVJI Scale = 1:16.2 1 2 3 4 65 4x6 2x4 2x4 2x4 3x4 1-11-41-11-4 3-9-31-9-15 -1-2-8 1-2-8 1-11-4 1-11-4 3-9-3 1-9-15 0-4-141-1-92-7-132-4-50-3-82-7-134.50 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.12 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=100(LC 10) Max Uplift 2=-69(LC 6), 5=-49(LC 10) Max Grav 2=236(LC 1), 5=124(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917371 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-V1_7CmWd6iITNOWRaQALXcITJ1Gmg6b0PZJDz6zLVJF Scale = 1:74.1 1 2 3 4 5 678 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 2829 30 31 32 33 34 35 36 3x6 4x6 5x8 12x20 8x14 MT18HS 3x8 2x4 2x4 4x6 3x6 5x6 8x10 10x10 4x8 8x8 6x16 4x6 5x12 3x6 2-7-8 2-7-8 7-1-13 4-6-5 11-8-2 4-6-5 18-7-0 6-10-14 19-8-14 1-1-14 25-7-1 5-10-3 31-2-13 5-7-12 31-5-4 0-2-7 33-9-0 2-3-12 -1-2-8 1-2-8 2-7-8 2-7-8 7-1-13 4-6-5 11-8-2 4-6-5 18-7-0 6-10-14 19-8-14 1-1-14 25-7-1 5-10-3 31-2-13 5-7-12 33-9-0 2-6-3 1-0-30-0-21-2-010-8-151-2-01-0-010-8-1510.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-3-0], [6:0-4-4,0-2-0], [8:0-6-4,0-2-0], [11:0-3-8,Edge], [14:0-2-8,0-4-0], [18:0-2-8,0-2-8], [19:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.68 0.84 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.38 0.17 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 401 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x3 SPF No.2 *Except* 21-22,17-20: 2x6 SPF No.2, 12-16: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-17: 2x4 SPF No.2, 2-22: 2x6 SPF No.2, 11-13: 2x4 SPF 2100F 1.8E 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 10-14 REACTIONS. (size) 12=Mechanical, 22=0-5-8 Max Horz 22=296(LC 5) Max Uplift 12=-2493(LC 9), 22=-2182(LC 8) Max Grav 12=4526(LC 36), 22=4212(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7025/3754, 3-5=-6041/3356, 5-6=-4908/2902, 6-7=-3971/2421, 7-8=-3959/2415, 8-9=-4834/2827, 9-10=-6958/3856, 10-11=-10182/5594, 11-12=-3399/1878, 2-22=-4217/2227 BOT CHORD 21-22=-247/252, 3-20=-396/793, 19-20=-3047/5644, 18-19=-2600/4753, 17-18=-2184/3838, 16-17=-1228/775, 7-17=-350/374, 14-15=-2896/5298, 13-14=-5890/10676, 12-13=-281/505 WEBS 3-19=-949/510, 5-19=-764/1561, 5-18=-1475/812, 6-18=-1634/2606, 6-17=-359/499, 15-17=-2880/5189, 8-17=-1967/3111, 8-15=-344/262, 9-15=-2410/1402, 9-14=-1385/2560, 10-14=-5428/3022, 10-13=-3809/2122, 11-13=-5629/10229, 2-21=-325/448, 2-20=-2812/5224 NOTES- 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 0-7-0 oc, 2x3 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 13-10 2x3 - 1 row at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections.Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917371 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-V1_7CmWd6iITNOWRaQALXcITJ1Gmg6b0PZJDz6zLVJF NOTES- 10) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2493, 22=2182. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 816 lb down and 422 lb up at 5-4-0, 200 lb down and 211 lb up at 7-3-4, 539 lb down and 259 lb up at 8-6-0, 306 lb down and 286 lb up at 10-5-4, 345 lb down and 347 lb up at 12-5-4, 345 lb down and 347 lb up at 14-5-4, 345 lb down and 347 lb up at 16-5-4, 345 lb down and 347 lb up at 18-8-4, 394 lb down and 278 lb up at 20-5-4, 394 lb down and 278 lb up at 22-5-4, 394 lb down and 278 lb up at 24-5-4, 394 lb down and 278 lb up at 26-5-4, 394 lb down and 278 lb up at 28-5-4, and 394 lb down and 278 lb up at 30-5-4, and 394 lb down and 278 lb up at 32-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-8=-60, 8-10=-60, 10-11=-60, 21-22=-20, 17-20=-20, 12-16=-20 Concentrated Loads (lb) Vert: 19=-188(F) 17=-287 23=-816(F) 24=-539(F) 25=-287 26=-287 27=-287 29=-287 30=-287 31=-287 32=-287 33=-287 34=-287 35=-287 36=-287 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917372 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_DYVP6XFt0QK?Y5e87ha4qrglQbZPay9eD3mVYzLVJE Scale = 1:13.7 1234 8 76 59 10 7x16 MT18HS 8x14 MT18HS 8x8 10x10 2-5-92-5-9 4-9-72-3-13 7-3-02-5-9 2-5-9 2-5-9 4-9-7 2-3-13 7-3-0 2-5-9 1-0-3Plate Offsets (X,Y)-- [3:0-5-0,0-2-0], [4:Edge,0-3-0], [7:0-4-0,0-3-0], [8:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.57 0.93 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.01 0.05 (loc) 6-7 6-7 5 6-7 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 55 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (5-0-14 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-5-8, 5=0-5-8 Max Horz 8=24(LC 24) Max Uplift 8=-310(LC 4), 5=-308(LC 5) Max Grav 8=3000(LC 2), 5=2922(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1401/171, 1-2=-5031/534, 2-3=-5031/534, 3-4=-694/82 BOT CHORD 7-8=-90/671, 6-7=-586/5460, 5-6=-586/5460 WEBS 1-7=-477/4517, 3-7=-445/53, 3-6=-96/1433, 3-5=-4938/522 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 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=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 8 = 16%, joint 5 = 12%, joint 8 = 16% 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 20.0psf 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) 8=310, 5=308. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1358 lb down and 128 lb up at 0-6-4, 1352 lb down and 134 lb up at 2-6-4, and 1365 lb down and 134 lb up at 4-6-4, and 1355 lb down and 136 lb up at 6-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917372 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:15 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_DYVP6XFt0QK?Y5e87ha4qrglQbZPay9eD3mVYzLVJE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-1213(B) 6=-1221(B) 9=-1219(B) 10=-1220(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917373 8.430 s Nov 18 2020 MiTek Industries, Inc. Fri Apr 30 16:08:15 2021 Page 1 Builders Firstsource, Mooresville, Indiana 46158, Mitek ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-iHu9mX3OuByykH?wUEQuE8T5Ial4mGUfy0DrFbzLTz_ Scale = 1:66.7 1 2 3 4 5 6 7 10 9 811 12 13 14 4x6 3x8 4x6 4x6 2x4 4x6 2x4 4x6 7-11-87-11-8 15-11-07-11-8 -1-2-8 1-2-8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 17-1-8 1-2-8 1-5-810-8-151-5-814.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.15 0.16 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 8=0-3-8 Max Horz 10=330(LC 7) Max Uplift 10=-86(LC 9), 8=-86(LC 8) Max Grav 10=791(LC 16), 8=791(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/192, 3-4=-568/214, 4-5=-568/213, 5-6=-282/192, 2-10=-355/210, 6-8=-355/210 BOT CHORD 10-11=-127/510, 11-12=-127/510, 9-12=-127/510, 9-13=0/414, 13-14=0/414, 8-14=0/414 WEBS 4-9=-196/511, 5-9=-180/256, 3-9=-180/255, 3-10=-541/31, 5-8=-540/31 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 10 and 86 lb uplift at joint 8. 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. THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0"OF UNIFORM LOAD AS SHOWN. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917374 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-wcfFqoZWOdg1FsF0GYj29Fw1uESntetS5XYtZRzLVJC Scale = 1:33.4 1 2 34 5 10 98 7 6 11 12 13 14 15 5x6 2x4 4x6 2x4 2x4 3x4 3x8 6x8 6x8 3-6-13-6-1 5-4-01-9-15 8-1-82-9-8 -1-0-8 1-0-8 3-6-1 3-6-1 5-4-0 1-9-15 8-1-8 2-9-8 1-3-35-2-55-4-44-2-51-0-05-2-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-9,0-2-8], [7:0-5-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.40 0.18 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 9 9 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 10=0-5-8 Max Horz 10=192(LC 5) Max Uplift 6=-402(LC 5), 10=-423(LC 8) Max Grav 6=836(LC 1), 10=1355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1166/383, 3-4=-530/267, 2-10=-1227/411 BOT CHORD 9-10=-248/389, 4-7=-321/709, 6-7=-314/561 WEBS 3-9=-267/372, 7-9=-343/663, 4-6=-885/458, 2-9=-340/419 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=402, 10=423. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 482 lb down and 146 lb up at 2-8-0, 239 lb down and 208 lb up at 3-6-1, and 180 lb down and 151 lb up at 4-2-4, and 197 lb down and 110 lb up at 6-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917374 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-wcfFqoZWOdg1FsF0GYj29Fw1uESntetS5XYtZRzLVJC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-11=-60, 11-12=-310, 3-12=-60, 3-5=-60, 8-10=-20, 6-7=-20 Concentrated Loads (lb) Vert: 9=-180 13=-482(F) 14=-165 15=-165 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917375 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OoDd18Z89xous0qDpGEHhSTBpelFc4AcKAHQ6tzLVJB Scale = 1:46.3 1 2 3 4 8 7 6 5 9 10 11 6x8 5x6 2x4 4x6 4x6 3x4 2x4 8x10 5-2-05-2-0 7-11-82-9-8 5-7-3 5-7-3 7-11-8 2-4-5 1-5-87-10-07-11-156-10-01-0-07-10-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.46 0.35 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.02 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 8=0-3-8 Max Horz 8=236(LC 29) Max Uplift 5=-239(LC 8), 8=-123(LC 4) Max Grav 5=559(LC 1), 8=1088(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-754/63, 2-3=-617/311, 1-8=-794/113 BOT CHORD 6-7=-54/305, 2-6=-725/472 WEBS 3-5=-489/250, 3-6=-509/976, 6-8=-329/264 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=239, 8=123. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 533 lb down and 175 lb up at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917375 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:18 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OoDd18Z89xous0qDpGEHhSTBpelFc4AcKAHQ6tzLVJB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-60, 9-10=-310, 3-10=-60, 3-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 11=-533(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917376 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-s_n0FUamwEwlU9OPNzmWEg0Re29_La3lYq1zeJzLVJA Scale = 1:24.412 4 35 2x4 4x6 2x4 4x6 2-11-02-11-0 2-11-0 2-11-0 4-2-12LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.13 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Uplift 4=-126(LC 4), 3=-155(LC 4) Max Grav 4=502(LC 1), 3=554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-407/102, 2-3=-407/102 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) except (jt=lb) 4=126, 3=155. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 116 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-310, 3-4=-20 Concentrated Loads (lb) Vert: 5=-190(B) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 299 Westvale Job Reference (optional) I45917377 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-h88HVXfXW4hvC4sZkEswUxGIgS0sl4EexmUIrzzLVJ4 Scale = 1:61.7 1 2 3 4 56 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 6x8 4x8 8x8 6x10 3x8 3x8 2x4 4x6 5x8 10x10 8x8 8x10 8x10 2x4 3x8 6x8 5x6 5x12 6x10 1-11-81-11-8 7-3-45-3-12 12-7-85-4-4 15-4-112-9-3 18-7-83-2-13 22-0-13-4-9 24-7-02-6-15 1-11-8 1-11-8 7-3-4 5-3-12 12-0-1 4-8-13 12-7-8 0-7-7 15-4-11 2-9-3 18-7-8 3-2-13 22-0-1 3-4-9 24-7-0 2-6-15 25-9-8 1-2-8 1-6-24-4-09-11-141-5-81-0-04-4-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-2-0], [8:0-8-3,0-3-0], [9:Edge,0-1-5], [11:Edge,0-3-8], [12:0-3-8,0-1-8], [14:0-3-8,0-4-4], [16:0-3-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.86 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.15 0.18 (loc) 16-17 16-17 11 16-17 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 468 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 2-19,5-15: 2x4 SPF-S Stud, 11-15: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-17,4-17,14-16,6-16,1-18,8-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS. (size) 11=0-3-8, 20=0-3-8 Max Horz 20=-294(LC 4) Max Uplift 11=-1278(LC 9), 20=-1040(LC 9) Max Grav 11=5796(LC 2), 20=7894(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9296/1217, 2-3=-7649/1160, 3-4=-7627/1167, 4-5=-15512/2515, 5-6=-15414/2509, 6-7=-8036/1808, 7-8=-8037/1809, 8-9=-5442/1226, 1-20=-7866/1007, 9-11=-5774/1296 BOT CHORD 18-19=-129/1363, 2-18=-253/1682, 17-18=-1009/6186, 16-17=-2361/15247, 15-16=-104/917, 5-16=-331/133, 14-15=-169/917, 13-14=-1921/10948, 12-13=-737/3472 WEBS 2-17=-1384/396, 3-17=-1587/11203, 4-17=-12217/2215, 4-16=-426/1073, 14-16=-1875/10736, 6-16=-822/6738, 8-12=-1394/323, 9-12=-804/3753, 18-20=-274/314, 1-18=-822/6031, 8-13=-1523/7062, 6-14=-1795/467, 6-13=-4604/331 NOTES- 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 4 = 16% 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 20.0psf 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) 11=1278, 20=1040. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 299 Westvale Job Reference (optional) I45917377 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:25 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-h88HVXfXW4hvC4sZkEswUxGIgS0sl4EexmUIrzzLVJ4 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1389 lb down and 138 lb up at 1-9-12, 1328 lb down and 143 lb up at 3-8-4, 1338 lb down and 142 lb up at 5-8-4, 1338 lb down and 142 lb up at 7-8-4, 987 lb down and 127 lb up at 9-8-4, 987 lb down and 127 lb up at 11-8-4, 1058 lb down and 141 lb up at 13-8-4, 1058 lb down and 141 lb up at 14-8-4, and 857 lb down and 67 lb up at 16-8-4, and 1654 lb down and 936 lb up at 18-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-8=-60, 8-9=-60, 9-10=-60, 19-20=-20, 16-18=-20, 11-15=-20 Concentrated Loads (lb) Vert: 19=-1221(F) 13=-1640(F) 21=-1217(F) 22=-1225(F) 23=-1225(F) 24=-916(F) 25=-916(F) 26=-945(F) 27=-945(F) 28=-754(F) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917378 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-WIVYmajI5wR2w?Jj4UzKjCVNbt5q9tgWJixc3dzLVJ_ Scale = 1:57.6 1 2345 6 13 12 11 10 9 8714 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x8 3x6 2x4 4x6 3x4 4x6 3x8 2x4 3x6 3x8 3x6 5x6 4x6 8-8-138-8-13 16-2-67-5-9 21-2-44-11-14 31-5-010-2-12 8-8-13 8-8-13 16-2-6 7-5-9 23-7-15 7-5-9 31-5-0 7-9-1 4-7-88-0-148-3-38-0-145.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.64 0.70 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.27 -0.01 (loc) 7-8 7-8 8 l/defl >362 >455 n/a L/d 240 240 n/a PLATES MT20 Weight: 340 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,3-8,5-7,1-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. WEBS 1 Row at midpt 6-7 REACTIONS. (size) 7=Mechanical, 13=Mechanical, 8=0-3-8 Max Horz 13=137(LC 8) Max Uplift 7=-405(LC 5), 13=-916(LC 8), 8=-2610(LC 4) Max Grav 7=558(LC 37), 13=1725(LC 38), 8=3757(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1500/903, 2-3=-1300/866, 3-5=-195/320, 1-13=-1359/784 BOT CHORD 10-12=-525/727, 8-10=-525/727 WEBS 2-12=-334/447, 3-12=-539/813, 3-10=-549/711, 3-8=-1925/1324, 5-8=-630/354, 5-7=-208/288, 1-12=-834/1429 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=405, 13=916, 8=2610. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917378 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:32 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_U3wzwkwsEZvY9uveCUZGP2XLHR3uKwgYMg9a3zLVIz NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 110 lb up at 1-7-4, 192 lb down and 149 lb up at 3-7-4, 223 lb down and 181 lb up at 5-7-4, 265 lb down and 210 lb up at 7-7-4, 244 lb down and 272 lb up at 9-7-4, 244 lb down and 272 lb up at 11-7-4, 244 lb down and 272 lb up at 13-7-4, 244 lb down and 272 lb up at 15-7-4, 244 lb down and 272 lb up at 17-7-4, 244 lb down and 272 lb up at 19-7-4, 244 lb down and 272 lb up at 21-7-4, 244 lb down and 272 lb up at 23-7-4, 244 lb down and 272 lb up at 25-7-4, and 244 lb down and 272 lb up at 27-7-4, and 244 lb down and 272 lb up at 29-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 9=-192 14=-192 15=-192 16=-192 17=-192 18=-192 19=-192 21=-192 22=-192 23=-192 25=-192 27=-192 28=-192 29=-192 30=-192 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG09 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917379 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-wtBgOcmAOrpdnT2HldX1Lq7xq5CvMGUy?g9GfyzLVIx Scale: 3/16"=1' 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 4x6 4x6 4x6 4x6 3x8 3x6 6x6 3x6 6x6 4x6 4-1-84-1-8 7-11-83-10-0 11-9-83-10-0 15-11-04-1-8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 17-1-8 1-2-8 1-5-810-8-151-5-814.00 12 Plate Offsets (X,Y)-- [7:Edge,0-3-8], [8:0-3-0,0-4-4], [10:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.39 0.42 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.03 (loc) 9-10 9-10 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 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) 11=0-5-8, 7=0-3-8 Max Horz 11=-314(LC 4) Max Uplift 11=-631(LC 9), 7=-491(LC 8) Max Grav 11=2980(LC 2), 7=1758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2501/593, 2-3=-1629/596, 3-4=-1629/595, 4-5=-1711/581, 1-11=-2359/532, 5-7=-1723/532 BOT CHORD 10-11=-313/394, 9-10=-416/1622, 8-9=-279/1082 WEBS 3-9=-780/2171, 4-9=-233/313, 2-9=-1040/335, 2-10=-166/1349, 1-10=-286/1473, 5-8=-305/1062 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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) except (jt=lb) 11=631, 7=491. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 649 lb down and 128 lb up at 1-0-4, 648 lb down and 129 lb up at 3-0-4, 719 lb down and 121 lb up at 5-0-4, 719 lb down and 121 lb up at 6-0-4, and 336 lb down and 80 lb up at 8-0-4, and 530 lb down and 425 lb up at 9-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG09 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917379 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:34 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-wtBgOcmAOrpdnT2HldX1Lq7xq5CvMGUy?g9GfyzLVIx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 9=-273(B) 12=-592(B) 13=-591(B) 14=-652(B) 15=-652(B) 16=-511(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917380 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-DD6Ks?rZl?ie7Y4efb9g7Jw5kvTGVJk_cGM8P2zLVIq Scale = 1:62.5 1 2 3 4 56 7 8 9 19 18 17 16 15 14 13 12 11 1020 21 22 23 4x6 5x10 MT18HS 5x6 2x4 3x8 5x10 MT18HS 2x4 8x10 8x8 8x16 5x12 5x6 4x6 5x8 4x6 5x12 1-11-81-11-8 7-3-45-3-12 12-7-85-4-4 17-8-15-0-9 22-8-15-0-0 24-7-01-10-15 -1-3-0 1-3-0 1-11-8 1-11-8 7-3-4 5-3-12 12-8-1 5-4-13 17-8-1 5-0-0 22-8-1 5-0-0 24-7-0 1-10-15 25-9-8 1-2-8 1-6-23-6-109-11-141-5-81-0-03-6-1014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [5:0-5-0,0-3-4], [7:0-3-4,0-1-12], [8:0-2-12,0-1-12], [12:0-3-8,0-4-0], [13:0-5-0,0-0-0], [15:0-10-12,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.60 0.95 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.14 0.20 (loc) 14 14 10 14 l/defl >999 >726 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 280 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-18: 2x4 SPF-S Stud, 5-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-16,5-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. 10-0-0 oc bracing: 13-15 REACTIONS. (size) 10=0-3-8, 19=0-3-8 Max Horz 19=-311(LC 6) Max Uplift 10=-761(LC 9), 19=-315(LC 9) Max Grav 10=2724(LC 1), 19=1800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1930/362, 3-4=-1999/446, 4-5=-1992/443, 5-6=-7366/1465, 6-7=-1352/433, 7-8=-2182/640, 2-19=-1722/320, 8-10=-2770/782 BOT CHORD 16-17=-430/1362, 15-16=-1421/7521, 13-15=-158/958, 5-15=-243/934, 12-13=-269/1282, 11-12=-977/4467 WEBS 3-16=-337/342, 4-16=-488/2515, 5-16=-6802/1558, 12-15=-764/3290, 6-15=-487/3118, 6-12=-293/540, 6-11=-3662/748, 7-11=-395/1428, 8-11=-459/1749, 17-19=-307/268, 2-17=-238/1276 NOTES- 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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) 10=761, 19=315. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917380 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-DD6Ks?rZl?ie7Y4efb9g7Jw5kvTGVJk_cGM8P2zLVIq NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1325 lb down and 272 lb up at 14-8-8, 271 lb down and 106 lb up at 16-7-12, 271 lb down and 106 lb up at 18-7-12, and 271 lb down and 106 lb up at 20-7-12, and 275 lb down and 229 lb up at 22-6-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 18-19=-20, 15-17=-20, 13-14=-20, 10-13=-20 Concentrated Loads (lb) Vert: 11=-275 20=-1325(B) 21=-271 22=-271 23=-271 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG11 Truss Type HALF HIP Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917381 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hPgi4LsBWJqUkifqDIgvgWTI0JvJElV8rv5hxUzLVIp Scale = 1:44.0 1 2 3 4 5 6789 16 15 14 13 12 11 10 17 2x4 2x4 3x4 4x6 5x10 MT18HS 5x6 6x6 6x16 3x12 2x4 2x4 3x12 2x4 5x12 4x8 4-2-04-2-0 8-1-83-11-8 11-11-143-10-6 15-11-83-11-10 19-11-23-11-10 24-1-04-1-14 -1-2-8 1-2-8 4-2-0 4-2-0 8-1-8 3-11-8 11-11-14 3-10-6 15-11-8 3-11-10 19-11-2 3-11-10 24-1-0 4-1-14 0-8-04-7-82-1-04-8-122-1-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [16:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.45 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.05 0.17 (loc) 13-15 13-15 10 13-15 l/defl >999 >736 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 251 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-9: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 9-10,5-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 2=0-3-8 Max Horz 2=181(LC 10) Max Uplift 10=-169(LC 7), 2=-282(LC 10) Max Grav 10=1656(LC 1), 2=2189(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4141/532, 5-15=-254/85, 5-6=-8035/1086, 6-7=-8035/1086, 7-8=-3523/378, 8-9=-3523/378, 9-10=-1560/174 BOT CHORD 2-16=-569/3597, 15-16=-1361/9085, 13-15=-1369/9133, 12-13=-771/6296, 11-12=-771/6296 WEBS 3-16=-337/2582, 3-5=-3561/535, 5-16=-5956/860, 5-13=-1219/426, 6-13=-255/42, 7-13=-396/2075, 7-11=-2997/406, 8-11=-267/41, 9-11=-404/3665 NOTES- 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 0-7-0 oc, 2x3 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 8-0-4, Interior(1) 8-0-4 to 18-7-10, Exterior(2E) 18-7-10 to 23-11-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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) 10=169, 2=282. 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. Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG11 Truss Type HALF HIP Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917381 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hPgi4LsBWJqUkifqDIgvgWTI0JvJElV8rv5hxUzLVIp NOTES- 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-1940 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-62, 2-10=-13 Concentrated Loads (lb) Vert: 5=-1697 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-27 Concentrated Loads (lb) Vert: 5=-1455 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=35, 2-4=17, 5-17=5, 9-17=9, 2-10=-8 Horz: 1-2=-43, 2-4=-25, 4-5=-25, 9-10=22 Concentrated Loads (lb) Vert: 5=341 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-24, 5-9=-32, 2-10=-13 Horz: 1-2=-6, 2-4=10, 4-5=14, 9-10=-20 Concentrated Loads (lb) Vert: 5=-1342 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=-0, 5-9=-1, 2-10=-8 Horz: 1-2=-17, 2-4=-8, 4-5=7, 9-10=14 Concentrated Loads (lb) Vert: 5=-32 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 5-9=11, 2-10=-8 Horz: 1-2=-12, 2-4=-16, 4-5=-18, 9-10=-11 Concentrated Loads (lb) Vert: 5=386 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-13, 5-9=-14, 2-10=-13 Horz: 1-2=-4, 2-4=-0, 4-5=22, 9-10=6 Concentrated Loads (lb) Vert: 5=-1644 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-5, 5-9=-2, 2-10=-13 Horz: 1-2=-12, 2-4=-9, 4-5=-3, 9-10=-19 Concentrated Loads (lb) Vert: 5=-1109 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 9-10=13 Concentrated Loads (lb) Vert: 5=386 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 9-10=-9 Concentrated Loads (lb) Vert: 5=386 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=15, 2-4=19, 5-9=-1, 2-10=-8 Horz: 1-2=-23, 2-4=-27, 4-5=-30, 9-10=13 Concentrated Loads (lb) Vert: 5=386 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG11 Truss Type HALF HIP Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917381 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:42 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hPgi4LsBWJqUkifqDIgvgWTI0JvJElV8rv5hxUzLVIp LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=3, 2-4=7, 5-9=11, 2-10=-8 Horz: 1-2=-11, 2-4=-15, 4-5=-19, 9-10=-9 Concentrated Loads (lb) Vert: 5=386 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=6, 5-9=-14, 2-10=-13 Horz: 1-2=-23, 2-4=-19, 4-5=-15, 9-10=5 Concentrated Loads (lb) Vert: 5=-1442 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2, 2-4=-6, 5-9=-2, 2-10=-13 Horz: 1-2=-11, 2-4=-7, 4-5=-4, 9-10=-17 Concentrated Loads (lb) Vert: 5=-1109 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-21, 2-10=-13 Concentrated Loads (lb) Vert: 5=-970 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-33, 5-9=-57, 2-10=-13 Horz: 1-2=-3, 2-4=-0, 4-5=17, 9-10=5 Concentrated Loads (lb) Vert: 5=-2203 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-27, 5-9=-48, 2-10=-13 Horz: 1-2=-9, 2-4=-6, 4-5=-2, 9-10=-14 Concentrated Loads (lb) Vert: 5=-1802 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-57, 2-10=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 9-10=4 Concentrated Loads (lb) Vert: 5=-2052 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-48, 2-10=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 9-10=-13 Concentrated Loads (lb) Vert: 5=-1802 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3, 2-4=-19, 5-9=-27, 2-10=-8 Horz: 1-2=-11, 2-4=11, 4-5=11, 9-10=-11 Concentrated Loads (lb) Vert: 5=-582 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=3, 5-9=-5, 2-10=-8 Horz: 1-4=-11, 4-5=-11, 9-10=11 Concentrated Loads (lb) Vert: 5=-582 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-40, 5-9=-49, 2-10=-13 Concentrated Loads (lb) Vert: 5=-1940 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-76, 2-10=-13 Concentrated Loads (lb) Vert: 5=-1940 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-33, 5-9=-42, 2-10=-13 Concentrated Loads (lb) Vert: 5=-1697 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-13, 5-9=-62, 2-10=-13 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG11 Truss Type HALF HIP Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917381 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:42 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hPgi4LsBWJqUkifqDIgvgWTI0JvJElV8rv5hxUzLVIp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1697 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG13 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917382 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-dooSV1tR2w4C_?pCLjiNlxYiW7YMiqxRIDao?NzLVIn Scale = 1:50.8 1 2 3 4 5 6 7 8 9 10 13 12 1122 23 24 25 4x6 4x8 5x12 4x6 4x6 3x8 2x4 3x6 2x4 5x12 4x6 10-0-1410-0-14 13-10-23-9-4 23-11-010-0-14 -1-2-8 1-2-8 5-2-3 5-2-3 10-0-14 4-10-11 13-10-2 3-9-4 18-8-13 4-10-11 23-11-0 5-2-3 25-1-8 1-2-8 1-0-08-6-111-0-08-6-119.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge], [5:0-4-0,0-2-0], [6:0-6-0,0-2-0], [9:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-MS 0.25 0.67 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.18 0.02 (loc) 11-20 11-20 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -t 1-6-0, Right 2x6 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=-217(LC 6) Max Uplift 2=-1028(LC 8), 9=-1027(LC 9) Max Grav 2=1965(LC 1), 9=1965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2365/1377, 4-5=-2162/1368, 5-6=-1689/1161, 6-7=-2155/1362, 7-9=-2359/1371 BOT CHORD 2-13=-1117/1963, 11-13=-947/1722, 9-11=-990/1832 WEBS 4-13=-292/210, 5-13=-770/1100, 6-11=-780/1109, 7-11=-291/210 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1028, 9=1027. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 471 lb down and 313 lb up at 6-1-10, 199 lb down and 193 lb up at 8-1-10, 253 lb down and 283 lb up at 10-1-10, 253 lb down and 283 lb up at 12-1-10, 253 lb down and 283 lb up at 13-9-6, and 199 lb down and 193 lb up at 15-9-6, and 471 lb down and 313 lb up at 17-9-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG13 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917382 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-dooSV1tR2w4C_?pCLjiNlxYiW7YMiqxRIDao?NzLVIn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-10=-60, 14-18=-20 Concentrated Loads (lb) Vert: 12=-199 13=-199 11=-199 22=-439(B) 23=-199 24=-199 25=-439(B) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG14 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917383 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-5_MriNu4oEC3c9OPuQDcI95lsWw4RLVaXtKMYpzLVIm Scale = 1:22.7 1 2 3 45678 3x4 4x6 3x6 7-9-07-9-0 -1-2-8 1-2-8 7-9-0 7-9-0 0-5-83-8-45.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.72 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.00 0.10 (loc) 2-4 2-4 4 2-4 l/defl >803 >397 n/a >890 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S 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) 4=Mechanical, 2=0-3-8 Max Horz 2=144(LC 8) Max Uplift 4=-252(LC 8), 2=-244(LC 8) Max Grav 4=1345(LC 1), 2=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 20.0psf 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) except (jt=lb) 4=252, 2=244. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down and 91 lb up at 0-8-12, 548 lb down and 96 lb up at 2-8-12, and 548 lb down and 96 lb up at 4-8-12, and 549 lb down and 94 lb up at 6-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-552(F) 6=-548(F) 7=-548(F) 8=-549(F) April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG15 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917384 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-2NTb73wKKrSnrTXn0rG4NaADaKiOvBJt_BpSchzLVIk Scale = 1:34.2 1 2 34 7 658 5x6 2x4 4x6 2x4 3x4 3x6 3-5-23-5-2 6-0-02-6-14 -1-2-8 1-2-8 3-5-2 3-5-2 6-0-0 2-6-14 1-6-115-4-115-6-105-4-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.19 0.14 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=187(LC 8) Max Uplift 5=-293(LC 8), 7=-122(LC 8) Max Grav 5=491(LC 35), 7=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/137, 2-7=-438/132 WEBS 3-6=-279/436, 3-5=-404/282, 2-6=-146/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) except (jt=lb) 5=293, 7=122. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 244 lb up at 3-5-2, and 232 lb down and 109 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-176 8=-210 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG16 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917385 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-WZ1zKOxy59aeTd6_aZnJvnjNKk2deeZ0DrY088zLVIj Scale = 1:34.2 1 2 34 7 658 5x6 2x4 4x6 2x4 3x4 3x6 3-5-23-5-2 6-0-02-6-14 -1-2-8 1-2-8 3-5-2 3-5-2 6-0-0 2-6-14 1-6-115-4-115-6-105-4-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.19 0.14 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=187(LC 8) Max Uplift 5=-293(LC 8), 7=-122(LC 8) Max Grav 5=491(LC 35), 7=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/137, 2-7=-438/132 WEBS 3-6=-279/436, 3-5=-404/282, 2-6=-146/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) except (jt=lb) 5=293, 7=122. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 244 lb up at 3-5-2, and 232 lb down and 109 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-176 8=-210 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG17 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917386 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_mbLYkxasSiV4mhA7GIYS?FaL8OhN6EASVIZhazLVIi Scale = 1:26.9 1 2345 6 12 11 10 9 87 15 16 2x4 4x6 2x4 4x6 3x8 2x4 2x4 3x8 2x4 2x4 3x8 3x8 2x4 2x4 2x4 2x4 3-5-123-5-12 3-7-80-1-12 6-5-92-10-1 9-5-72-11-13 12-3-82-10-1 12-5-40-1-12 15-11-03-5-12 3-5-12 3-5-12 6-5-9 2-11-13 9-5-7 2-11-13 12-5-4 2-11-13 15-11-0 3-5-12 2-1-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.09 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 6-0-0 oc bracing. REACTIONS.All bearings 3-7-8 except (jt=length) 8=0-3-8, 8=0-3-8. (lb) - Max Horz 12=-40(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 7 except 11=-244(LC 7), 8=-224(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 7 except 11=1182(LC 1), 11=1182(LC 1), 8=1135(LC 1), 8=1135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-574/368, 4-5=-574/368 BOT CHORD 10-11=-330/583, 9-10=-330/583 WEBS 1-11=-258/164, 2-11=-523/396, 3-11=-916/557, 4-9=-326/239, 5-9=-449/762, 5-8=-939/640 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 10-9-4, Corner(3) 10-9-4 to 15-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 4) 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. 5) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 1-4-0 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 20.0psf 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) 12, 7 except (jt=lb) 11=244, 8=224. 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. LOAD CASE(S) Standard Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG17 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917386 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:49 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_mbLYkxasSiV4mhA7GIYS?FaL8OhN6EASVIZhazLVIi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-130, 7-12=-33(F=-20) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG18 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917387 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-w8j6zQzqO4yDK4rZFhK0XQLqkxvIrw7TvpnglTzLVIg Scale = 1:53.1 1 2 3 456 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 5x12 6x6 6x6 5x12 3x12 4x6 2x4 4x8 2x4 4x8 3x8 2x4 3x12 4-11-104-11-10 9-5-34-5-9 15-1-85-8-5 20-9-135-8-5 26-7-125-9-15 28-7-01-11-4 -1-2-8 1-2-8 4-11-10 4-11-10 9-5-3 4-5-9 15-1-8 5-8-5 20-9-13 5-8-5 26-7-12 5-9-15 28-7-0 1-11-4 29-9-8 1-2-8 0-4-142-3-35-9-91-1-95-11-140-4-145-9-94.50 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-8], [4:0-3-4,Edge], [6:0-3-4,Edge], [8:0-0-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.50 0.78 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.23 0.06 (loc) 12-14 12-14 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=116(LC 28) Max Uplift 2=-1242(LC 8), 8=-1352(LC 9) Max Grav 2=2249(LC 1), 8=2327(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5347/3146, 3-4=-3812/2375, 4-5=-2859/1863, 5-6=-2584/1711, 6-7=-3434/2188, 7-8=-5005/2987 BOT CHORD 2-15=-2973/4949, 14-15=-2976/4962, 12-14=-2106/3445, 11-12=-2106/3445, 10-11=-2706/4608, 8-10=-2746/4650 WEBS 3-14=-2243/1315, 4-14=-1452/2194, 5-14=-709/528, 5-12=-566/876, 5-11=-1121/746, 6-11=-1321/1942, 7-11=-2020/1206 NOTES- 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1242, 8=1352. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG18 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 299 Westvale Job Reference (optional) I45917387 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-w8j6zQzqO4yDK4rZFhK0XQLqkxvIrw7TvpnglTzLVIg NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272 lb down and 217 lb up at 5-5-15, 180 lb down and 156 lb up at 7-5-15, 217 lb down and 259 lb up at 9-5-15, 217 lb down and 259 lb up at 11-5-15, 217 lb down and 133 lb up at 12-1-12, 217 lb down and 133 lb up at 14-1-12, 217 lb down and 133 lb up at 15-4-4, 217 lb down and 259 lb up at 16-9-1, 217 lb down and 259 lb up at 18-9-1, 217 lb down and 259 lb up at 20-9-1, and 180 lb down and 156 lb up at 22-9-1, and 264 lb down and 215 lb up at 24-9-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 14=-164 12=-163 11=-164 16=-272(F) 17=-166 18=-164 19=-163 20=-163 21=-164 22=-164 23=-166 24=-238(F) 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG19 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917388 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OKHUAm_T9N44xEQlpPrF4dt4VLOiaTsc8TWDIvzLVIf Scale = 1:26.8 1 2 3 4 7 6 589 2x4 3x6 5x6 2x4 4x6 8x8 1-7-141-7-14 5-2-03-6-2 -1-2-8 1-2-8 2-3-11 2-3-11 5-2-0 2-10-5 1-6-104-0-114-3-02-5-91-7-214.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.18 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=134(LC 8) Max Uplift 7=-147(LC 8), 5=-197(LC 5) Max Grav 7=359(LC 1), 5=292(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-387/308, 2-3=-415/366 WEBS 3-6=-379/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=147, 5=197. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 201 lb up at 2-3-11, and 161 lb down and 80 lb up at 3-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=-19 9=-161 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss TG20 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917389 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-sXrsO6_5whCxZO?xM6NUcrQFGllXJwwlN7GnqLzLVIe Scale = 1:26.9 1 2 3 4 7 6 589 2x4 3x6 5x6 2x4 4x6 8x8 1-7-141-7-14 5-2-03-6-2 -1-2-8 1-2-8 2-3-11 2-3-11 5-2-0 2-10-5 1-6-104-1-04-2-152-5-141-7-214.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.18 0.16 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=134(LC 8) Max Uplift 7=-144(LC 8), 5=-195(LC 5) Max Grav 7=348(LC 35), 5=263(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-386/306, 2-3=-412/361 WEBS 3-6=-374/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=144, 5=195. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 207 lb up at 2-3-11, and 103 lb down and 69 lb up at 3-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=-20 9=-103 April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917390 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-pvydoo0LSITeoh9KUXPyhGVYHYOcnrH2qRltuEzLVIc Scale = 1:49.2 1 2 3 5462x4 2x4 2x4 2x4 2x4 6-11-8 6-11-8 0-0-48-1-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.34 0.31 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 1=6-11-5, 4=6-11-5, 5=6-11-5 Max Horz 1=304(LC 10) Max Uplift 1=-76(LC 8), 4=-113(LC 10), 5=-287(LC 10) Max Grav 1=296(LC 10), 4=206(LC 17), 5=492(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/396 WEBS 2-5=-433/335 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=113, 5=287. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917391 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-H6W?071zDcbVQrjW2EwBET2jSylEWIdC35URRgzLVIb Scale = 1:39.3 1 2 3 542x4 2x4 2x4 2x4 2x4 5-6-6 5-6-6 0-0-46-5-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.38 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-6-2, 4=5-6-2, 5=5-6-2 Max Horz 1=238(LC 10) Max Uplift 1=-155(LC 8), 4=-110(LC 10), 5=-289(LC 10) Max Grav 1=318(LC 10), 4=153(LC 17), 5=404(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/408 WEBS 2-5=-447/346 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=155, 4=110, 5=289. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917392 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-H6W?071zDcbVQrjW2EwBET2bryk4WJDC35URRgzLVIb Scale = 1:27.1 1 2 32x4 2x4 2x4 4-1-4 4-1-4 0-0-44-9-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.86 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-0, 3=4-1-0 Max Horz 1=171(LC 10) Max Uplift 3=-129(LC 10) Max Grav 1=147(LC 1), 3=179(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=129. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917393 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-lI4NDT1b_wjM2?IibyRQnhavDM7KFmTLIlE_z6zLVIa Scale = 1:18.7 1 2 3 2x4 2x4 2x4 2-8-1 2-8-1 0-0-43-1-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.31 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-7-14, 3=2-7-14 Max Horz 1=105(LC 10) Max Uplift 3=-79(LC 10) Max Grav 1=90(LC 1), 3=110(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917394 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-DUelRp2DlDrDf9tv9fyfJu788mUy_DjUWPzYVZzLVIZ Scale = 1:10.2 1 2 3 2x4 2x4 2x4 1-2-15 1-2-15 0-0-41-5-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.04 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-2-12, 3=1-2-12 Max Horz 1=38(LC 10) Max Uplift 3=-28(LC 10) Max Grav 1=33(LC 1), 3=40(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917395 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-DUelRp2DlDrDf9tv9fyfJu72WmSU_A2UWPzYVZzLVIZ Scale = 1:57.0 1 2 3 543x4 2x4 2x4 2x4 2x4 8-2-2 8-2-2 0-0-49-6-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.40 0.17 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 1=8-1-15, 4=8-1-15, 5=8-1-15 Max Horz 1=361(LC 10) Max Uplift 1=-51(LC 8), 4=-106(LC 10), 5=-334(LC 10) Max Grav 1=316(LC 10), 4=195(LC 17), 5=575(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-453/427 WEBS 2-5=-485/380 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=106, 5=334. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917396 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:36:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-hhC7e93sVXz4HJS5jNTus6gE8AmVjf?el3j51?zLVIY Scale = 1:50.8 1 2 3 5462x4 2x4 2x4 2x4 2x4 7-2-6 7-2-6 0-0-48-4-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.35 0.31 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 1=7-2-2, 4=7-2-2, 5=7-2-2 Max Horz 1=315(LC 10) Max Uplift 1=-70(LC 8), 4=-112(LC 10), 5=-295(LC 10) Max Grav 1=299(LC 10), 4=205(LC 17), 5=507(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/401 WEBS 2-5=-442/342 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=112, 5=295. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917397 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-9tmWsV4UGr5xvT1HH4?8OJCPSZ7AS6fn_jSeaRzLVIX Scale = 1:41.0 1 2 3 542x4 2x4 2x4 2x4 2x4 5-9-4 5-9-4 0-0-46-8-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.38 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-9-0, 4=5-9-0, 5=5-9-0 Max Horz 1=249(LC 10) Max Uplift 1=-134(LC 8), 4=-111(LC 10), 5=-281(LC 10) Max Grav 1=307(LC 10), 4=154(LC 17), 5=393(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/399 WEBS 2-5=-434/336 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=134, 4=111, 5=281. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917398 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-d3Ju3r5618DoWccUqnWNxXlQhzQbBaSxDNCC6tzLVIW Scale = 1:28.4 1 2 32x4 2x4 2x4 4-4-1 4-4-1 0-0-45-0-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.99 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-3-14, 3=4-3-14 Max Horz 1=182(LC 10) Max Uplift 3=-137(LC 10) Max Grav 1=157(LC 1), 3=191(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=137. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917399 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-d3Ju3r5618DoWccUqnWNxXlZ4zUtBaSxDNCC6tzLVIW Scale = 1:20.1 1 2 32x4 2x4 2x4 2-10-15 2-10-15 0-0-43-4-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.38 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-12, 3=2-10-12 Max Horz 1=116(LC 10) Max Uplift 3=-87(LC 10) Max Grav 1=100(LC 1), 3=121(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917400 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-6GtGGB5koSLf8mBgOV1cUkIpkNrmw1i4R1xleKzLVIV Scale = 1:11.6 1 2 3 2x4 2x4 2x4 1-5-13 1-5-13 0-0-41-8-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-5-9, 3=1-5-9 Max Horz 1=49(LC 10) Max Uplift 3=-37(LC 10) Max Grav 1=42(LC 1), 3=51(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917401 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-aSReUX6MZmTWmwmsyCYr0yqyIn9SfRfEghhIAmzLVIU Scale = 1:58.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-8-1421-8-14 21-9-30-0-5 10-10-9 10-10-9 21-9-3 10-10-9 0-0-49-0-130-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.21 0.18 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-8-9. (lb) - Max Horz 1=223(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-194(LC 10), 13=-154(LC 10), 9=-194(LC 11), 8=-154(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=381(LC 20), 11=475(LC 17), 13=362(LC 17), 9=473(LC 18), 8=363(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-301/244, 5-9=-300/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 16-0-12, Exterior(2E) 16-0-12 to 21-4-6 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=194, 13=154, 9=194, 8=154. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917402 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-2e?0ht7_K3bNN4L2Ww34Z9N6sBTWOvzNvLQsjCzLVIT Scale = 1:42.5 1 2 3 4 5 987 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-1-1116-1-11 16-2-00-0-5 8-1-0 8-1-0 16-2-0 8-1-0 0-0-46-8-130-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.22 0.26 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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.All bearings 16-1-6. (lb) - Max Horz 1=-164(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-204(LC 10), 6=-204(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=346(LC 20), 9=480(LC 17), 6=481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-311/248, 4-6=-309/247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 10-5-9, Exterior(2E) 10-5-9 to 15-9-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=204, 6=204. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917403 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-WrZPvC8c5NjE?EwF3daJ5NwA3aqE7N2W7_APFfzLVIS Scale = 1:28.2 1 2 3 43x6 4x6 3x6 2x4 0-0-50-0-5 10-6-1310-6-8 5-3-6 5-3-6 10-6-13 5-3-6 0-0-44-4-130-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.64 0.23 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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) 1=10-6-3, 3=10-6-3, 4=10-6-3 Max Horz 1=-104(LC 6) Max Uplift 1=-35(LC 10), 3=-45(LC 11), 4=-14(LC 10) Max Grav 1=206(LC 1), 3=206(LC 1), 4=369(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917404 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-_17n6Y8Fshr5dOURdL6YeaSSQ_CksrQgMevzn5zLVIR Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2x4 4-11-54-11-5 4-11-90-0-5 2-5-13 2-5-13 4-11-9 2-5-13 0-0-42-0-130-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.22 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-0, 3=4-11-0, 4=4-11-0 Max Horz 1=-44(LC 6) Max Uplift 1=-21(LC 11), 3=-27(LC 11) Max Grav 1=95(LC 1), 3=95(LC 1), 4=144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917405 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-SDh9Ku9td_zxEX3dB2dnBo?dvOXhbGlpbIfWJXzLVIQ Scale = 1:46.2 1 2 3 4 5 8769103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 12-9-1112-9-7 6-4-13 6-4-13 12-9-11 6-4-13 0-0-47-5-100-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.23 0.16 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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.All bearings 12-9-4. (lb) - Max Horz 1=-190(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-272(LC 10), 6=-272(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=325(LC 20), 8=433(LC 17), 6=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-369/314, 4-6=-369/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 7-2-4, Exterior(2E) 7-2-4 to 12-5-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=272, 6=272. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917406 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-OcovkaB79cDfUrD0ITfFGD4qvCBS3Ab62c8dOQzLVIO Scale = 1:39.4 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 9-11-69-11-3 4-11-11 4-11-11 9-11-6 4-11-11 0-0-45-9-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.78 0.21 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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) 1=9-10-15, 3=9-10-15, 4=9-10-15 Max Horz 1=145(LC 9) Max Uplift 1=-45(LC 11), 3=-35(LC 10), 4=-12(LC 10) Max Grav 1=217(LC 1), 3=217(LC 1), 4=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917407 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-toMHywClwvMW5?oCsAAUoQd6?bXsoe1FHGtAwszLVIN Scale = 1:28.6 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 7-1-27-0-14 3-6-9 3-6-9 7-1-2 3-6-9 0-0-44-1-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-S 0.37 0.20 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 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) 1=7-0-11, 3=7-0-11, 4=7-0-11 Max Horz 1=-101(LC 8) Max Uplift 1=-35(LC 11), 3=-26(LC 10), 4=-6(LC 10) Max Grav 1=150(LC 1), 3=150(LC 1), 4=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917408 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-pBU2NcD?SXcELJyb_bCyuriVdPGSGY?YkaMH?lzLVIL Scale = 1:15.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 4-2-134-2-10 2-1-6 2-1-6 4-2-13 2-1-6 0-0-42-5-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.17 0.06 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-2-6, 3=4-2-6, 4=4-2-6 Max Horz 1=-56(LC 8) Max Uplift 1=-27(LC 11), 3=-21(LC 10) Max Grav 1=89(LC 1), 3=89(LC 1), 4=111(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 16023 Swingley Ridge RdChesterfield, MO 63017 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 Componentavailable 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. Job B21101111 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 299 Westvale Job Reference (optional) I45917409 8.430 s Apr 20 2021 MiTek Industries, Inc. Fri Apr 30 14:37:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_FEaqr1zSLrTAgi1GjoeFQzLa9W-HN2QayEeCqk5zSXnXJkBQ3FbtpZh??QizE6qXBzLVIK Scale = 1:13.2 1 2 3 2x4 2x4 2x4 4-2-2 4-2-2 0-0-42-1-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 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-P 0.46 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-11, 3=4-1-11 Max Horz 1=69(LC 10) Max Uplift 1=-10(LC 10), 3=-45(LC 10) Max Grav 1=138(LC 1), 3=138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 30,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths