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HomeMy WebLinkAboutTruss Stamp 12-10-2016023 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). December 9,2020 Liu, Xuegang Pages or sheets covered by this seal: I43929078 thru I43929169 My license renewal date for the state of Indiana is July 31, 2022. B20003162 McKenzie 313 Jackson's Grant 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929078 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GXSIHXa353s5v2oR66FZRZ3o7_lyjMTYNqfHL8yAjFV Scale: 3/8"=1' 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 6-3-56-3-5 -2-2-2 2-2-2 6-3-5 6-3-5 2-0-155-6-125-3-40-3-85-6-126.66 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.02 (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: 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=108(LC 8) Max Uplift 5=-39(LC 8), 4=-126(LC 8) Max Grav 5=521(LC 1), 4=293(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-460/28 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 5 except (jt=lb) 4=126. 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) 76 lb down and 61 lb up at 2-9-6, and 61 lb down and 44 lb up at 3-11-6 on top chord, and 26 lb down and 34 lb up at 2-9-6, and 49 lb down and 74 lb up at 3-11-6 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=-80, 2-3=-80, 4-5=-20 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929079 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kj0gUtbisM_yWCMdgpmo_mc?uO5ZSqrhcUPqtayAjFU Scale = 1:24.8 1 2 3 7 6 8 9 10 4 11 12 13 14 5 2x4 2x4 4x8 3x4 2-0-132-0-13 5-3-153-3-2 -1-5-7 1-5-7 2-0-13 2-0-13 5-3-15 3-3-2 1-3-24-2-103-2-103-7-81-0-06.66 12 6.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.19 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 5-6 5-6 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 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-3, 4=Mechanical, 5=Mechanical Max Horz 7=93(LC 8) Max Uplift 7=-63(LC 8), 4=-101(LC 8), 5=-58(LC 8) Max Grav 7=412(LC 1), 4=190(LC 1), 5=157(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-359/96 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 7, 5 except (jt=lb) 4=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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 148 lb up at 1-7-13, and 65 lb down and 73 lb up at 2-4-12, and 68 lb down and 73 lb up at 4-9-9 on top chord, and 16 lb down and 33 lb up at 1-7-13, and 28 lb down and 33 lb up at 2-4-12, and 82 lb down and 51 lb up at 4-9-9 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=-80, 2-4=-80, 6-7=-20, 3-6=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=37(B) 10=-31(F) 14=-78(F) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929080 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Cwa2iDcKdg6p8MxpDXH1W_894oTSBHgqq88NP1yAjFT Scale = 1:18.3 1 2 6 5 7 3 4 2x4 4x6 2x4 1-0-01-0-0 -2-2-2 2-2-2 2-4-4 2-4-4 1-8-133-0-80-7-22-5-61-11-11-1-66.66 12 6.66 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-4-1, 3=Mechanical, 4=Mechanical Max Horz 6=53(LC 24) Max Uplift 6=-22(LC 8), 3=-20(LC 15), 4=-33(LC 8) Max Grav 6=391(LC 1), 3=29(LC 29), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-372/19 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6 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) 6, 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 34 lb up at 1-1-9 on top chord, and 19 lb down and 20 lb up at 1-1-9 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=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 5=7(B) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929081 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-g68RvZdyO_EgmWW0nEoG3BhKqBnFwkU_3ouxxTyAjFS Scale = 1:26.6 1 2 6 5 7 8 3 9 10 4 2x4 4x6 2x4 1-6-01-6-0 4-9-13-3-1 -2-2-2 2-2-2 4-9-1 4-9-1 2-0-154-8-104-1-84-8-106.66 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 4-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=86(LC 8) Max Uplift 6=-63(LC 8), 3=-69(LC 8), 4=-72(LC 8) Max Grav 6=448(LC 1), 3=126(LC 35), 4=106(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-402/0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6, 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 111 lb up at 2-4-2, and 83 lb down and 73 lb up at 3-6-6 on top chord, and 61 lb down and 90 lb up at 2-4-2, and 35 lb down and 32 lb up at 3-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=28(B) 8=-2(F) 10=-6(F) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929082 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-8Iip7vda9HMXNg5CLyJVcPEVab7RfAS7ISdUUvyAjFR Scale = 1:26.6 1 2 6 5 7 8 3 9 10 4 2x4 4x6 2x4 1-0-01-0-0 4-9-13-9-1 -2-2-2 2-2-2 4-9-1 4-9-1 2-0-154-8-106.66 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 4-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=86(LC 8) Max Uplift 6=-63(LC 8), 3=-69(LC 8), 4=-72(LC 8) Max Grav 6=448(LC 1), 3=126(LC 35), 4=106(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-402/0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6, 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 111 lb up at 2-4-2, and 83 lb down and 73 lb up at 3-6-6 on top chord, and 61 lb down and 90 lb up at 2-4-2, and 35 lb down and 32 lb up at 3-6-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=28(F) 8=-2(B) 10=-6(B) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929083 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-cVFBKFeCwbUN?pgOvfqk8cmfy?SHOcsHW6N20MyAjFQ Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-815-11-8 -1-2-8 1-2-8 7-11-12 7-11-12 15-11-8 7-11-12 17-2-0 1-2-8 2-0-1510-0-112-0-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.15 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 119 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 *Except* 8-22,7-23,9-21: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 15-11-8. (lb) - Max Horz 28=214(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-223(LC 8), 16=-213(LC 9), 27=-210(LC 9), 17=-203(LC 8) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=327(LC 20), 16=319(LC 19), 22=295(LC 13), 27=274(LC 10), 17=266(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-103/268, 6-7=-137/341, 7-8=-151/366, 8-9=-151/366, 9-10=-137/341, 10-11=-103/268 WEBS 8-22=-444/156 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 7-11-12, Corner(3R) 7-11-12 to 10-11-12, Exterior(2N) 10-11-12 to 17-2-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=223, 16=213, 27=210, 17=203. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929084 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-4hpZXbfqhvcEdzFaSNMzhqJr6PpP75FQlm6bYoyAjFP Scale = 1:22.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-011-4-0 -0-10-0 0-10-0 11-4-0 11-4-0 0-11-133-9-133.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.22 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-0-0. (lb) - Max Horz 19=104(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 18 Max Grav All reactions 250 lb or less at joint(s) 19, 12, 13, 14, 15, 16, 17, 18 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-0-0, Exterior(2N) 2-0-0 to 11-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss 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) 12, 13, 14, 15, 16, 18. 8) Non Standard bearing condition. Review required. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929085 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-14xKyGg5DWsysHPzanORmFO?5CSabxEjD3bidgyAjFN Scale = 1:61.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 6x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 7-2-0 7-2-0 2-0-159-2-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.30 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 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* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 7-2-0. (lb) - Max Horz 13=193(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10 except 13=-138(LC 10), 12=-450(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 13=481(LC 12), 12=267(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-320/697, 1-2=-147/321, 2-3=-696/321, 3-4=-264/116 WEBS 3-12=-313/627, 2-13=-1332/585 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-2-0, Exterior(2N) 3-2-0 to 7-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) 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) 8, 9, 10 except (jt=lb) 13=138, 12=450. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE04 Truss Type Roof Special Supported Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929086 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VGViAchjzq_pUR_98VvgJSxGSco7KQbsRjLF97yAjFM Scale = 1:54.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 4x6 4x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 -1-2-8 1-2-8 6-8-0 6-8-0 13-2-0 6-6-0 1-0-152-8-159-2-153.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-1-13,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.54 0.22 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x4 SPF-S Stud *Except* 12-13: 2x4 SPF No.2 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. WEBS 1 Row at midpt 12-13 REACTIONS.All bearings 13-2-0. (lb) - Max Horz 22=223(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 22, 13, 14, 15, 16, 17, 19, 20 except 21=-162(LC 12) Max Grav All reactions 250 lb or less at joint(s) 22, 13, 14, 15, 16, 17, 18, 19, 20, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/140, 3-4=-336/116, 4-5=-333/117, 5-6=-314/110, 6-7=-340/116, 7-8=-366/131, 8-9=-308/111 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 13-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) 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) 22, 13, 14, 15, 16, 17, 19, 20 except (jt=lb) 21=162. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE05 Truss Type Roof Special Structural Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929087 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zS34NyiLk76g5bZMhCQvrgUNV05D3sL0gN4ohZyAjFL Scale = 1:54.9 1 2 3 4 8 6 5 23 24 7 5x8 5x8 3x8 12x12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 6-0-06-0-0 6-8-00-8-0 13-5-86-9-8 -1-2-8 1-2-8 6-8-0 6-8-0 13-5-8 6-9-8 1-0-152-8-159-6-77-10-109-6-73.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-7,Edge], [8:0-1-11,0-0-7], [8:0-2-12,Edge], [15:0-1-11,0-1-0], [18:0-1-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.10 0.02 (loc) 5-6 5-6 24 5 l/defl >999 >707 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 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* 4-5: 2x4 SPF No.2 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)8=6-3-8, 7=0-3-8, 24=0-3-0 Max Horz 8=223(LC 12) Max Uplift 8=-69(LC 8), 7=-12(LC 12), 24=-100(LC 12) Max Grav 8=429(LC 1), 7=632(LC 1), 24=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-399/97 WEBS 3-6=-469/78, 4-24=-368/115 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 24 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) 8, 7 except (jt=lb) 24=100. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929088 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-RedSbIjzVREXjk7YFwx8Ot0kmQXqoMK9v1qMD?yAjFK Scale: 1/2"=1' 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-0-15 4-0-15 0-1-114-2-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.06 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: 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 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-0-15. (lb) - Max Horz 1=105(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/122 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-8 to 3-2-8, Exterior(2N) 3-2-8 to 3-11-3 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 1, 5, 6, 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss GE07 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929089 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-vrAqoekbGlMOLuikpdSNw5ZnuqpvXm3J7hZvmSyAjFJ Scale = 1:67.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-1 10-11-1 0-0-410-11-112.00 12 Plate Offsets (X,Y)-- [9:0-5-7,Edge], [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.28 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-11: 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. WEBS 1 Row at midpt 9-10, 8-11 REACTIONS.All bearings 10-11-1. (lb) - Max Horz 1=286(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 except 1=-111(LC 10), 10=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-693/439, 2-3=-622/403, 3-4=-549/367, 4-5=-476/331, 5-6=-403/296, 6-7=-330/261, 7-8=-250/232 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-4 to 3-4-4, Exterior(2N) 3-4-4 to 10-9-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 11, 12, 13, 14, 15, 16, 17 except (jt=lb) 1=111, 10=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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929090 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-N1kD?_kD12UFy2HxNL_cTI62FDATGEESMLJTIuyAjFI Scale = 1:21.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 3-1-62-1-6 -1-2-8 1-2-8 3-1-6 3-1-6 1-7-103-8-93-3-63-8-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.19 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=63(LC 9) Max Uplift 3=-34(LC 12), 4=-16(LC 12) Max Grav 6=279(LC 1), 3=91(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-151/258 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-0-10 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929091 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-rDIbDKlsoMc6aCs7w2Vr0WeD?dWi?hUbb?20qKyAjFH Scale = 1:21.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 3-1-62-1-6 -1-2-8 1-2-8 3-1-6 3-1-6 1-7-103-8-93-3-63-8-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.19 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=63(LC 9) Max Uplift 3=-34(LC 12), 4=-16(LC 12) Max Grav 6=279(LC 1), 3=91(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-151/258 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-0-10 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929092 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-rDIbDKlsoMc6aCs7w2Vr0WeDtdWu?ggbb?20qKyAjFH Scale = 1:24.9 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 2-2-121-2-12 -1-2-8 1-2-8 2-2-12 2-2-12 2-0-154-3-123-9-44-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 9) Max Uplift 3=-28(LC 12), 4=-62(LC 12) Max Grav 6=246(LC 1), 3=47(LC 19), 4=64(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-294/105 WEBS 2-5=-231/391 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-2-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929093 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-JQszQgmUZglzCMRJUm04YjBOc1s7k7wlqfoZMmyAjFG Scale = 1:24.9 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 2-2-121-2-12 -1-2-8 1-2-8 2-2-12 2-2-12 2-0-154-3-123-9-44-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 9) Max Uplift 3=-28(LC 12), 4=-62(LC 12) Max Grav 6=246(LC 1), 3=47(LC 19), 4=64(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-294/105 WEBS 2-5=-231/391 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-2-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929094 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ocQLe0n6KztqqW0V2TXJ5xjaCRDMTcou2JX7vDyAjFF Scale = 1:22.7 1 5 4 2 3 2x4 3x6 2x4 1-0-01-0-0 2-5-14 2-5-14 1-4-133-10-121-8-53-4-42-2-612.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 4 4 2 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 2-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 5=55(LC 9) Max Uplift 2=-50(LC 12), 3=-19(LC 12) Max Grav 5=114(LC 1), 2=91(LC 19), 3=46(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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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) 5 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) 2, 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929095 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Go_jrLnk5H?gRgbicA2Yd8GjFrX9C3o2HzHgRfyAjFE Scale = 1:29.4 1 2 6 5 3 4 3x4 3x4 4x6 2x4 2-6-102-6-10 3-9-141-3-4 2-6-10 2-6-10 3-9-14 1-3-4 1-4-135-2-122-11-104-8-42-3-212.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=89(LC 12) Max Uplift 3=-51(LC 12), 4=-34(LC 12) Max Grav 6=194(LC 1), 3=100(LC 19), 4=106(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-267/213 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 6 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929096 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-k?Y63hoMsb7X3pAu9uZnAMpv_Ew7xWTBWd1Ez5yAjFD Scale = 1:14.4 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 -1-2-8 1-2-8 1-5-9 1-5-9 1-3-82-3-41-5-131-10-00-9-68.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 8 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 1-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=40(LC 11) Max Uplift 3=-4(LC 13), 4=-26(LC 12) Max Grav 6=230(LC 1), 3=9(LC 8), 4=29(LC 10) 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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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) 6 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929097 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CB6UG1p_duFOhzl4jb50iZL4keGBgzILlHmnWYyAjFC Scale = 1:15.4 1 2 7 56 3 4 2x4 3x4 4x8 2x4 1-0-81-0-8 1-8-150-8-6 -1-2-8 1-2-8 1-8-15 1-8-15 1-3-82-5-71-11-72-0-40-6-08.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.17 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 7=44(LC 9) Max Uplift 3=-20(LC 12), 4=-10(LC 12) Max Grav 7=246(LC 1), 3=33(LC 19), 4=36(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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929098 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CB6UG1p_duFOhzl4jb50iZL4ceFegyQLlHmnWYyAjFC Scale = 1:20.4 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 1-4-20-4-2 -1-2-8 1-2-8 1-4-2 1-4-2 2-0-153-5-12-10-103-5-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 6 6 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 1-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=63(LC 9) Max Uplift 3=-15(LC 1), 4=-83(LC 12) Max Grav 6=229(LC 1), 3=12(LC 8), 4=73(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-184/306 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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929099 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gNfsTNqcOCNFI7JHHJcFFnuFM2btPPgUzxWK2_yAjFB Scale = 1:20.4 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 1-4-20-4-2 -1-2-8 1-2-8 1-4-2 1-4-2 2-0-153-5-12-10-103-5-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 6 6 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 1-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=63(LC 9) Max Uplift 3=-15(LC 1), 4=-83(LC 12) Max Grav 6=229(LC 1), 3=12(LC 8), 4=73(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-184/306 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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929100 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-8aDEhjrF9WV6wHuTr07Uo_RPNSvW8s0dCbFuaQyAjFA Scale = 1:23.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 3-8-142-8-14 -1-2-8 1-2-8 3-8-14 3-8-14 1-7-104-1-93-8-64-1-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.25 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 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 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=74(LC 12) Max Uplift 3=-45(LC 12), 4=-11(LC 12) Max Grav 6=306(LC 1), 3=121(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-270/15 WEBS 2-5=-170/291 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-8-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929101 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-cmncu3rtwpdzYRTfOkejKCza7sEktJGnRF?R6tyAjF9 Scale = 1:23.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 3-8-142-8-14 -1-2-8 1-2-8 3-8-14 3-8-14 1-7-104-1-93-8-64-1-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.25 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 14 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 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=74(LC 12) Max Uplift 3=-45(LC 12), 4=-11(LC 12) Max Grav 6=306(LC 1), 3=121(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-270/15 WEBS 2-5=-170/291 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-8-2 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M01 Truss Type Monopitch Qty 10 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929102 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-cmncu3rtwpdzYRTfOkejKCzU5sD9tIInRF?R6tyAjF9 Scale: 3/8"=1' 1 2 3 5 4 3x4 3x4 6x8 5x6 6-0-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 1-7-105-7-105-4-20-3-85-7-108.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.61 0.28 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >849 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 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=115(LC 12) Max Uplift 4=-74(LC 12) Max Grav 5=407(LC 1), 4=273(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-347/58 BOT CHORD 4-5=-268/221 WEBS 2-4=-215/269 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M02 Truss Type MONOPITCH Qty 8 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929103 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-4yL_6PsVg7lq9b2syR9ytPWgxFZIcecwfvk_fJyAjF8 Scale = 1:24.3 1 2 3 4 5 7 6 8 9 4x6 3x8 3x12 4x6 3x6 2x4 3x6 5-8-05-8-0 11-4-05-8-0 -0-10-0 0-10-0 5-8-0 5-8-0 11-4-0 5-8-0 0-11-133-9-131-6-23-9-133.00 12 Plate Offsets (X,Y)-- [2:0-8-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.54 0.29 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.03 0.03 (loc) 7 2-7 9 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 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 2x6 SPF No.2 2-11-5 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, 9=0-1-8 Max Horz 2=84(LC 12) Max Uplift 2=-106(LC 8), 9=-105(LC 8) Max Grav 2=632(LC 1), 9=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-950/251, 6-8=-133/352, 5-8=-133/352 BOT CHORD 2-7=-298/830, 6-7=-298/830 WEBS 4-6=-793/288, 5-9=-537/185 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 10-10-12 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 9 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) 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=106, 9=105. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M03 Truss Type Monopitch Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929104 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Z9vNJlt7RRthnkd2W8gBPd3tkftXLCY4uZUYBlyAjF7 Scale = 1:53.2 1 2 3 5 4 2x4 2x4 3x6 3x4 3x8 7-2-07-2-0 3-0-0 3-0-0 7-2-0 4-2-0 2-0-159-2-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >944 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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* 3-4: 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. WEBS 1 Row at midpt 3-4 REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=193(LC 12) Max Uplift 4=-163(LC 12) Max Grav 4=359(LC 19), 5=344(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-10-13, Interior(1) 2-10-13 to 7-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 4=163. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M04 Truss Type MONOPITCH Qty 9 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929105 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1LTlX4ulCk?YPuCE4sBQyqb3t3JO4htD7DD5jByAjF6 Scale = 1:30.6 1 2 5 4 3 2x4 3x6 5x6 3x6 2x4 2-6-102-6-10 4-0-151-6-5 4-0-15 4-0-15 1-4-135-5-122-11-22-6-103-2-102-3-212.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.32 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 4-5 4-5 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=0-1-8 Max Horz 5=94(LC 12) Max Uplift 3=-95(LC 12) Max Grav 5=189(LC 1), 3=203(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-271/167 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-3 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M05 Truss Type MONOPITCH Qty 19 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929106 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VX17kQuNz27P02nQdZjfV28GBTf3p83MMtzfFeyAjF5 Scale = 1:25.3 1 2 3 6 5 4 2x4 3x6 5x6 3x6 2x4 1-3-81-3-8 2-8-01-4-8 -1-2-8 1-2-8 2-8-0 2-8-0 1-8-134-4-133-1-51-3-83-4-131-0-012.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.15 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 240 n/a 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-1-8 Max Horz 6=84(LC 12) Max Uplift 4=-86(LC 12) Max Grav 6=258(LC 1), 4=115(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-260/155 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M06 Truss Type MONOPITCH Qty 10 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929107 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zjaVxmv?kMFGeCMdBHEu1FhQnszcYabWaXiCo4yAjF4 Scale = 1:33.7 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 4-0-0 4-0-0 2-0-156-0-155-9-70-3-86-0-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-P 0.23 0.14 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -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: 24 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 4-0-0 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=119(LC 12) Max Uplift 4=-115(LC 12) Max Grav 5=314(LC 1), 4=192(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/0 WEBS 2-4=-159/276 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=115. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss M07 Truss Type Monopitch Qty 8 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929108 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zjaVxmv?kMFGeCMdBHEu1FhObszZYaAWaXiCo4yAjF4 Scale = 1:23.5 1 2 3 6 5 4 2x4 4x6 2x4 5x6 3x4 3-8-33-8-3 4-6-80-10-5 -1-2-8 1-2-8 4-6-8 4-6-8 1-1-04-1-51-10-32-3-28.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.37 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) 5-6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=86(LC 9) Max Uplift 4=-37(LC 12) Max Grav 6=338(LC 1), 4=201(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-303/179 BOT CHORD 5-6=-252/170 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 6 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929109 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:04:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Rw8t96weVfN7GMxpl_l7aTDTOG6xHrrfpBSlKWyAjF3 Scale: 1/4"=1' 1 2 3 6 5 4789101112 5x6 2x4 4x6 5x10 MT18HS 4x8 10x10 6-1-126-1-12 12-3-86-1-12 6-1-12 6-1-12 12-3-8 6-1-12 1-6-58-8-57.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.90 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.01 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 128 lb FT = 20% GRIP 169/123 169/123 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Horz 6=185(LC 8) Max Grav 4=2623(LC 1), 6=3135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2667/0, 1-6=-1870/0 BOT CHORD 5-6=-140/394, 4-5=0/2211 WEBS 2-5=0/2456, 2-4=-2787/0, 1-5=0/1853 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 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) 765 lb down at 0-5-12, 759 lb down at 2-5-12, 759 lb down at 4-5-12, 759 lb down at 6-5-12, and 759 lb down at 8-5-12, and 759 lb down at 10-5-12 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=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=-765(B) 8=-759(B) 9=-759(B) 10=-759(B) 11=-759(B) 12=-759(B)December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929110 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-NIGeaoyu1HdqVf4CsPnbfuJx84?4lw?yGUxsOPyAjF1 Scale = 1:17.8 1 2 3 4 5 6 8 7 9 4x6 4x6 2x4 2x4 2x4 2x4 10-4-010-4-0 10-4-0 10-4-0 0-4-71-11-02-1-20-1-80-4-70-1-81-11-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 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 8-10-2. (lb) - Max Horz 2=-35(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 7=331(LC 26), 8=331(LC 25) 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-15, Exterior(2R) 3-3-15 to 6-3-15, Interior(1) 6-3-15 to 7-0-1, Exterior(2E) 7-0-1 to 10-0-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 7, 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB02 Truss Type Piggyback Qty 4 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929111 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-NIGeaoyu1HdqVf4CsPnbfuJvK4_clweyGUxsOPyAjF1 Scale = 1:21.9 1 2 3 4 5 6 4x6 3x4 3x4 2x4 10-4-010-4-0 5-2-0 5-2-0 10-4-0 5-2-0 0-4-73-3-130-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.33 0.18 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (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: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-10-2, 4=8-10-2, 6=8-10-2 Max Horz 2=-58(LC 10) Max Uplift 2=-16(LC 12), 4=-24(LC 13) Max Grav 2=265(LC 1), 4=265(LC 1), 6=425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-278/56 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-2-0, Exterior(2R) 5-2-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929112 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-rVq0n8yWoamh7pfOQ7IqC5r7?ULYUOI6V8gQxryAjF0 Scale = 1:17.8 1 2 3 4 5 6 8 7 9 4x6 4x6 2x4 2x4 2x4 2x4 10-4-010-4-0 10-4-0 10-4-0 0-4-72-1-42-3-60-1-80-4-70-1-82-1-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.07 0.06 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 n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 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 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 8-10-2. (lb) - Max Horz 2=38(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 7=313(LC 26), 8=313(LC 25) 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 B; Enclosed; Gable Roof; Hip Truss; 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=1.60 plate grip DOL=1.60 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, 7, 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929113 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-otymCq_mKC0PM7pnYXLIHWxVCH2yyITOzS9W?kyAjF_ Scale: 1"=1' 1 2 3 4 56 8 7 9 5x6 5x6 2x4 2x4 2x4 2x4 4-9-154-9-15 4-9-15 4-9-15 0-5-31-8-51-10-20-1-80-5-30-1-81-8-512.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-3-0,0-1-15], [4:0-3-0,0-1-15], [5:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.02 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: 14 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 4-9-15 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-8-8. (lb) - Max Horz 2=-30(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 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 B; Enclosed; Gable Roof; Hip Truss; 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=1.60 plate grip DOL=1.60 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB05 Truss Type Piggyback Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929114 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-G4W9P9?O5V8G_HOz5FsXpkTfPhOshlhYB6v4WAyAjEz Scale = 1:14.2 1 2 3 45 6 4x6 2x4 2x4 2x4 4-9-154-9-15 2-4-15 2-4-15 4-9-15 2-4-15 0-5-32-3-70-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-8-8, 4=3-8-8, 6=3-8-8 Max Horz 2=-39(LC 10) Max Uplift 2=-11(LC 13), 4=-14(LC 13) Max Grav 2=147(LC 1), 4=147(LC 1), 6=128(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 B; Enclosed; Gable Roof; Common Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929115 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kG3XdV?1spG7bRz9fyNmMx0rm5jNQCxhQmed3cyAjEy Scale = 1:10.9 1 2 3 4 56 8 7 9 5x6 5x6 2x4 2x4 2x4 2x4 4-9-154-9-15 4-9-15 4-9-15 0-5-31-5-141-7-110-1-80-5-30-1-81-5-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-3-0,0-1-15], [4:0-3-0,0-1-15], [5:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.02 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: 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 4-9-15 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-8-8. (lb) - Max Horz 2=-27(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 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 B; Enclosed; Gable Roof; Hip Truss; 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=1.60 plate grip DOL=1.60 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. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929116 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gfBH2B1HNQWrrk7YnNPERM5zeuHMuxb_t47k7VyAjEw Scale = 1:44.9 1 2 3 4 5 6 7 13 12 11 10 9 814 5x8 5x8 2x4 3x6 3x6 3x8 2x4 3x6 5x6 2x4 5x6 4-10-114-10-11 12-0-07-1-5 19-1-57-1-5 24-0-04-10-11 -1-2-8 1-2-8 4-10-11 4-10-11 12-0-0 7-1-5 19-1-5 7-1-5 24-0-0 4-10-11 25-2-8 1-2-8 2-0-156-9-136-11-102-0-156-9-1312.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-5-9,0-2-8], [5:0-5-9,0-2-8], [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.91 0.56 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.02 0.02 (loc) 10-12 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 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* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=158(LC 11) Max Uplift 13=-20(LC 12), 8=-20(LC 13) Max Grav 13=1321(LC 2), 8=1320(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1155/47, 3-4=-1195/50, 4-5=-1195/50, 5-6=-1152/47, 2-13=-1267/38, 6-8=-1265/38 BOT CHORD 10-12=-64/744, 9-10=-5/742 WEBS 3-10=-72/650, 4-10=-674/136, 5-10=-72/650, 2-12=-14/764, 6-9=-14/762 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-10-11, Exterior(2R) 4-10-11 to 7-10-11, Interior(1) 7-10-11 to 19-1-5, Exterior(2R) 19-1-5 to 22-1-5, Interior(1) 22-1-5 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 13, 8. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929117 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-8rlfFX2v8keiSuikK5wT_aeBhIfbdND86ktHgxyAjEv Scale = 1:49.7 1 2 3 4 5 6 7 13 12 11 10 9 81415 5x6 5x6 3x4 3x6 3x6 3x8 2x4 3x6 6x8 3x4 6x8 6-2-116-2-11 12-0-05-9-5 17-9-55-9-5 24-0-06-2-11 -1-2-8 1-2-8 6-2-11 6-2-11 12-0-0 5-9-5 17-9-5 5-9-5 24-0-0 6-2-11 25-2-8 1-2-8 2-0-158-1-138-3-102-0-158-1-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.43 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.01 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=182(LC 11) Max Uplift 13=-15(LC 12), 8=-15(LC 13) Max Grav 13=1318(LC 2), 8=1318(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/51, 3-4=-971/68, 4-5=-971/68, 5-6=-1181/51, 2-13=-1238/45, 6-8=-1238/44 BOT CHORD 10-12=-58/750, 9-10=0/732 WEBS 3-10=-77/464, 4-10=-536/110, 5-10=-77/464, 2-12=-20/667, 6-9=-21/668 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-2-11, Exterior(2R) 6-2-11 to 9-2-11, Interior(1) 9-2-11 to 17-9-5, Exterior(2R) 17-9-5 to 20-9-5, Interior(1) 20-9-5 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 13, 8. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T03 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929118 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-c1J2Tt2Xv2mZ42GwuoRiWnAH5ivAMqIHLOcrCNyAjEu Scale = 1:60.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 5x10 MT18HS 5x10 MT18HS 3x6 3x8 3x8 3x6 3x8 3x4 3x6 3x6 3x4 7-6-117-6-11 16-5-58-10-11 24-0-07-6-11 -1-2-8 1-2-8 3-0-0 3-0-0 7-6-11 4-6-11 16-5-5 8-10-11 21-0-0 4-6-11 24-0-0 3-0-0 25-2-8 1-2-8 2-0-159-5-139-7-102-0-159-5-1312.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [4:0-7-9,0-2-8], [5:0-7-9,0-2-8], [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.97 0.79 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.37 0.03 0.01 (loc) 10-12 10-12 9 10-12 l/defl >999 >768 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-206(LC 10) Max Uplift 13=-9(LC 12), 9=-9(LC 13) Max Grav 13=1307(LC 2), 9=1320(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1104/80, 4-5=-721/106, 5-6=-1121/80, 2-13=-254/80, 7-9=-254/80 BOT CHORD 12-13=-103/714, 10-12=0/732, 9-10=0/630 WEBS 4-12=0/316, 5-10=0/348, 3-13=-1144/0, 6-9=-1164/0 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-6-11, Exterior(2R) 7-6-11 to 10-6-11, Interior(1) 10-6-11 to 16-5-5, Exterior(2R) 16-5-5 to 19-5-5, Interior(1) 19-5-5 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T04 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929119 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-5EtQgD39gLuQiCr7SWzx3?jVx6G55NBQa2MOkqyAjEt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x6 5x6 3x6 3x8 4x6 3x6 4x6 3x4 4x8 4x8 3x4 8-10-118-10-11 15-1-56-2-11 24-0-08-10-11 -1-2-8 1-2-8 4-0-0 4-0-0 8-10-11 4-10-11 15-1-5 6-2-11 20-0-0 4-10-11 24-0-0 4-0-0 25-2-8 1-2-8 2-0-1510-9-1310-11-102-0-1510-9-1312.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.37 0.03 0.01 (loc) 12-13 12-13 9 12 l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-230(LC 10) Max Uplift 13=-3(LC 12), 9=-3(LC 13) Max Grav 13=1337(LC 2), 9=1344(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1076/96, 4-5=-680/117, 5-6=-1084/96, 2-13=-341/87, 7-9=-340/87 BOT CHORD 12-13=-97/785, 10-12=0/709, 9-10=0/682 WEBS 4-12=-20/343, 5-10=-30/384, 3-13=-1093/0, 6-9=-1093/0 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-10-11, Exterior(2R) 8-10-11 to 11-10-11, Interior(1) 11-10-11 to 15-1-5, Exterior(2R) 15-1-5 to 18-1-5, Interior(1) 18-1-5 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 13, 9. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T05 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929120 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VoYYIE62zGG_Zfai7eWehdL02JDyIkktG0a2L9yAjEq Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x6 5x6 5x6 3x6 3x8 MT18HS 3x8 4x6 3x4 4x6 3x4 6x8 6x8 3x4 10-2-1110-2-11 13-9-53-6-11 24-0-010-2-11 -1-2-8 1-2-8 4-0-0 4-0-0 10-2-11 6-2-11 13-9-5 3-6-11 20-0-0 6-2-11 24-0-0 4-0-0 25-2-8 1-2-8 2-0-1512-1-1312-3-102-0-1512-1-1312.00 12 Plate Offsets (X,Y)-- [5:0-3-9,0-2-8], [6:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.99 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.68 0.03 0.01 (loc) 11-12 11-12 11 12 l/defl >708 >416 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 143 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,3-15,9-11,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-14, 8-12, 3-15, 8-11 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=-254(LC 10) Max Grav 15=1334(LC 2), 11=1336(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1053/108, 5-6=-633/128, 6-8=-1056/108, 2-15=-322/61, 9-11=-322/61 BOT CHORD 14-15=-104/817, 12-14=0/690, 11-12=0/696 WEBS 5-14=-45/371, 6-12=-42/385, 3-15=-1124/17, 8-11=-1123/17 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-2-11, Exterior(2R) 10-2-11 to 13-2-11, Interior(1) 13-2-11 to 13-9-5, Exterior(2R) 13-9-5 to 16-9-5, Interior(1) 16-9-5 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T06 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929121 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-RBgJjw7IVuWiozk4F3Y6m2QNM7wImeM9jK39P1yAjEo Scale = 1:66.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 4x8 3x6 3x8 4x6 3x6 4x6 3x4 5x8 5x8 3x4 9-7-19-7-1 14-4-154-9-15 24-0-09-7-1 -1-2-8 1-2-8 4-0-0 4-0-0 9-7-1 5-7-1 14-4-15 4-9-15 20-0-0 5-7-1 24-0-0 4-0-0 25-2-8 1-2-8 2-0-1511-8-02-0-1511-8-012.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.94 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.60 0.03 0.01 (loc) 9-10 9-10 9 10 l/defl >806 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 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. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=244(LC 11) Max Grav 13=1335(LC 2), 9=1338(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/82, 3-4=-1058/98, 4-5=-653/121, 5-6=-1061/98, 6-7=-257/82, 2-13=-338/71, 7-9=-338/71 BOT CHORD 12-13=-103/799, 10-12=0/696, 9-10=0/685 WEBS 4-12=-33/357, 5-10=-36/382, 3-13=-1102/2, 6-9=-1101/2 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-7-1 , Exterior(2R) 9-7-1 to 12-7-1, Interior(1) 12-7-1 to 14-4-15, Exterior(2R) 14-4-15 to 17-4-15, Interior(1) 17-4-15 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T07 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929122 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-vNEhxG8wGBeZQ7JGom4LJGzXNXFkV5UJy_piyTyAjEn Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x6 8x8 5x6 3x6 3x8 MT18HS 3x8 4x6 3x6 4x6 3x4 5x8 6x8 3x4 10-2-410-2-4 13-9-123-7-8 24-0-010-2-4 -1-2-8 1-2-8 4-0-0 4-0-0 10-2-4 6-2-4 13-9-12 3-7-8 20-0-0 6-2-4 24-0-0 4-0-0 25-2-8 1-2-8 2-0-1512-1-612-3-32-0-1512-1-612.00 12 Plate Offsets (X,Y)-- [5:0-6-3,Edge], [6:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.99 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.68 0.03 0.01 (loc) 11-12 11-12 11 12 l/defl >717 >421 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-14, 8-12, 3-15, 8-11 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=-253(LC 10) Max Grav 15=1334(LC 2), 11=1336(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1054/107, 5-6=-635/127, 6-8=-1056/107, 2-15=-323/62, 9-11=-323/62 BOT CHORD 14-15=-104/816, 12-14=0/690, 11-12=0/696 WEBS 5-14=-45/370, 6-12=-42/385, 3-15=-1123/16, 8-11=-1122/16 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-2-4, Exterior(2R) 10-2-4 to 13-2-4, Interior(1) 13-2-4 to 13-9-12, Exterior(2R) 13-9-12 to 16-9-12, Interior(1) 16-9-12 to 25-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T08 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929123 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Nao38c9Y1VnQ2HuTMUbarTWktwgFERzSBeYGUwyAjEm Scale = 1:65.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 5x6 5x6 2x4 3x6 3x8 3x8 3x6 3x8 3x4 3x8 3x8 9-0-49-0-4 14-11-125-11-8 24-0-09-0-4 -1-2-8 1-2-8 3-0-0 3-0-0 9-0-4 6-0-4 14-11-12 5-11-8 21-0-0 6-0-4 24-0-0 3-0-0 2-0-1510-11-611-1-32-0-1510-11-612.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.67 0.65 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.34 0.03 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 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* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=224(LC 9) Max Uplift 12=-1(LC 12) Max Grav 12=1302(LC 2), 8=1215(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1084/83, 4-5=-663/119, 5-6=-1094/83 BOT CHORD 11-12=-128/745, 9-11=0/684, 8-9=-25/649 WEBS 4-11=-14/313, 5-9=-9/343, 3-12=-1192/43, 6-8=-1188/75 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-0-4 , Exterior(2R) 9-0-4 to 12-0-4, Interior(1) 12-0-4 to 14-11-12, Exterior(2R) 14-11-12 to 17-11-12, Interior(1) 17-11-12 to 23-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T09 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929124 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-smMRMy9AopvHfQSfwB6pOh2rIK_UzvYcPIIp0MyAjEl Scale = 1:62.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 5x10 MT18HS 5x16 MT18HS 2x4 3x6 3x8 3x8 3x6 3x8 2x4 3x6 3x6 7-10-47-10-4 16-1-128-3-8 24-0-07-10-4 -1-2-8 1-2-8 3-0-0 3-0-0 7-10-4 4-10-4 16-1-12 8-3-8 21-0-0 4-10-4 24-0-0 3-0-0 2-0-159-9-69-11-32-0-159-9-612.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [4:0-7-9,0-2-8], [5:1-1-9,0-2-8], [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.03 0.01 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 125 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=203(LC 9) Max Uplift 12=-7(LC 12) Max Grav 12=1308(LC 2), 8=1227(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1103/80, 4-5=-710/109, 5-6=-1122/79 BOT CHORD 11-12=-116/711, 9-11=-1/722, 8-9=-14/643 WEBS 4-11=0/314, 5-9=0/345, 3-12=-1151/0, 6-8=-1161/28 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-10-4, Exterior(2R) 7-10-4 to 10-10-4, Interior(1) 10-10-4 to 16-1-12, Exterior(2R) 16-1-12 to 19-1-12, Interior(1) 19-1-12 to 23-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 8%, joint 5 = 12% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T10 Truss Type COMMON Qty 7 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929125 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-o9TCmeBRKQ9?vkc21c8HT58K78kVRsuvtcnw5FyAjEj Scale = 1:62.2 1 2 3 4 5 6 9 8 7 4x6 2x4 3x8 3x6 3x6 2x4 3x6 3x6 7-11-127-11-12 15-11-87-11-12 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-12 4-11-12 12-11-8 4-11-12 15-11-8 3-0-0 2-0-1510-0-112-0-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.34 0.49 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 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* 4-8: 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)9=0-3-8, 7=Mechanical Max Horz 9=-186(LC 10) Max Grav 9=896(LC 1), 7=779(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-624/97, 4-5=-626/95 BOT CHORD 8-9=-83/428, 7-8=-8/399 WEBS 4-8=-48/337, 3-9=-726/4, 5-7=-720/40 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-11-12, Exterior(2R) 7-11-12 to 10-11-12, Interior(1) 10-11-12 to 15-9-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T11 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929126 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GL1a_zC34kHsWuBEbJfW?JgTuY6XAGL25GWTdhyAjEi Scale = 1:45.8 1 2 3 4 5 8 7 6 6x6 2x4 4x8 2x4 3x6 4x6 5x6 5-8-55-8-5 12-3-86-7-3 -1-2-8 1-2-8 5-8-5 5-8-5 11-1-2 5-4-13 12-3-8 1-2-6 1-6-57-10-27-11-157-10-37.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.47 0.37 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 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 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=183(LC 12) Max Uplift 6=-78(LC 12) Max Grav 6=594(LC 1), 8=714(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/0, 2-8=-667/31 BOT CHORD 6-7=-94/454 WEBS 3-6=-505/102, 4-6=-281/89, 2-7=0/378 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-1-2, Exterior(2E) 11-1-2 to 12-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T12 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929127 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kXbyBJDhr1Pj82mQ91AlYWDXaxSnvkHBKwG197yAjEh Scale = 1:35.2 1 2 3 4 7 6 5 5x8 2x4 3x6 3x4 4x6 4x10 7-8-07-8-0 12-3-84-7-8 -1-2-8 1-2-8 7-8-0 7-8-0 12-3-8 4-7-8 1-6-55-10-25-11-155-10-37.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [3:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.92 0.37 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.01 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: 57 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* 2-7: 2x6 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.): 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=126(LC 12) Max Uplift 5=-17(LC 9) Max Grav 5=589(LC 1), 7=718(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-554/10, 2-7=-648/79 BOT CHORD 6-7=-224/344, 5-6=-45/332 WEBS 3-6=0/269, 3-5=-521/71 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-8-0 , Exterior(2R) 7-8-0 to 10-8-0, Interior(1) 10-8-0 to 12-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T13 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929128 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Ck9KPfDJcLXamCLdjki_5kmjNLmceHALZZ?ahayAjEg Scale = 1:24.7 1 2 3 4 7 6 5 6x8 3x4 2x4 3x8 5x8 3x6 4-2-144-2-14 12-3-88-0-10 -1-2-8 1-2-8 4-2-14 4-2-14 12-3-8 8-0-10 1-6-53-10-23-11-153-10-37.00 12 Plate Offsets (X,Y)-- [3:0-4-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.46 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >609 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=71(LC 12) Max Uplift 5=-25(LC 9) Max Grav 5=594(LC 1), 7=714(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/29, 3-4=-522/53, 4-5=-517/86, 2-7=-698/63 WEBS 4-6=-53/496, 2-6=0/533 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-2-14, Exterior(2R) 4-2-14 to 7-2-14, Interior(1) 7-2-14 to 12-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T14 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929129 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gwjjc?ExNffQNLwpGSDDdxIypl_?NfNUoDl7E0yAjEf Scale = 1:58.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718 4x8 4x8 3x6 3x8 4x8 2x4 3x8 3x8 4x8 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x6 9-8-09-8-0 15-7-05-11-0 21-6-05-11-0 31-2-09-8-0 -1-2-8 1-2-8 4-11-12 4-11-12 9-8-0 4-8-4 15-7-0 5-11-0 21-6-0 5-11-0 26-2-4 4-8-4 31-2-0 4-11-12 32-4-8 1-2-8 1-7-107-10-138-0-151-7-107-10-138.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.08 0.03 (loc) 15-16 15-16 10 13 l/defl >999 >885 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=166(LC 11) Max Uplift 16=-22(LC 12), 10=-22(LC 13) Max Grav 16=1676(LC 2), 10=1676(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/63, 3-4=-1777/64, 4-5=-1407/81, 5-6=-1407/81, 6-7=-1777/64, 7-8=-315/63, 2-16=-396/72, 8-10=-396/72 BOT CHORD 15-16=-51/1400, 13-15=0/1678, 11-13=0/1678, 10-11=0/1369 WEBS 4-15=0/619, 5-15=-530/98, 5-13=0/265, 5-11=-530/98, 6-11=0/619, 3-16=-1693/2, 7-10=-1693/2 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-10-14, Interior(1) 1-10-14 to 9-8-0, Exterior(2R) 9-8-0 to 12-9-6, Interior(1) 12-9-6 to 21-6-0, Exterior(2R) 21-6-0 to 24-7-6, Interior(1) 24-7-6 to 32-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 16, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T15 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929130 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-dJrT1hGCvGv8df4BOtFhiMNFCZl2rXxnFXEEIuyAjEd Scale = 1:61.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 3x6 6x6 4x8 3x6 4x6 3x6 3x6 6x6 3x6 3x8 3x6 6x6 6x8 4x6 6x8 6-5-126-5-12 12-8-06-2-4 18-6-05-10-0 24-8-46-2-4 31-2-06-5-12 -1-2-8 1-2-8 6-5-12 6-5-12 12-8-0 6-2-4 18-6-0 5-10-0 24-8-4 6-2-4 31-2-0 6-5-12 32-4-8 1-2-8 1-7-109-10-1310-0-151-7-109-10-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-0,0-1-9], [9:0-3-8,Edge], [11:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.61 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.04 0.03 (loc) 13-15 13-15 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 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* 5-15,5-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 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=0-3-8, 11=0-3-8 Max Horz 17=-202(LC 10) Max Uplift 17=-15(LC 12), 11=-15(LC 13) Max Grav 17=1664(LC 19), 11=1659(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/30, 3-5=-1612/78, 5-6=-1235/100, 6-8=-1605/78, 8-9=-1860/30, 2-17=-1589/49, 9-11=-1589/48 BOT CHORD 16-17=-176/294, 15-16=-22/1555, 13-15=0/1276, 12-13=0/1455 WEBS 3-15=-372/116, 5-15=-8/508, 6-13=0/469, 8-13=-373/117, 2-16=0/1349, 9-12=0/1344 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-10-14, Interior(1) 1-10-14 to 12-8-0, Exterior(2R) 12-8-0 to 15-9-6, Interior(1) 15-9-6 to 18-6-0, Exterior(2R) 18-6-0 to 21-7-6, Interior(1) 21-7-6 to 32-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 17, 11. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T16 Truss Type COMMON Qty 4 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929131 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-5VOrE1Gqga1?EpeOyamwFawMgy4DazgwUBzoqLyAjEc Scale = 1:72.3 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x8 3x6 3x8 MT18HS 4x6 4x8 4x6 4x8 5x8 5x10 MT18HS 5x10 MT18HS 5x8 10-5-1310-5-13 20-8-310-2-5 31-2-010-5-13 -1-2-8 1-2-8 7-11-4 7-11-4 15-7-0 7-7-12 23-2-12 7-7-12 31-2-0 7-11-4 32-4-8 1-2-8 1-7-1012-0-51-7-108.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [8:0-4-3,0-0-0], [10:Edge,0-2-4], [14:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.96 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.05 0.03 (loc) 10-11 10-11 10 11-13 l/defl >999 >710 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 148 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-11,3-13,2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=238(LC 11) Max Uplift 14=-7(LC 12), 10=-7(LC 13) Max Grav 14=1784(LC 19), 10=1784(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/144, 3-5=-1899/128, 5-7=-1899/128, 7-8=-531/144, 2-14=-581/136, 8-10=-581/136 BOT CHORD 13-14=-38/1675, 11-13=0/1196, 10-11=0/1551 WEBS 5-11=-86/875, 7-11=-441/225, 5-13=-86/875, 3-13=-441/225, 3-14=-1678/0, 7-10=-1677/0 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-10-14, Interior(1) 1-10-14 to 15-7-0, Exterior(2R) 15-7-0 to 18-8-6, Interior(1) 18-8-6 to 32-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 12%, joint 8 = 12% 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) 14, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T17 Truss Type Roof Special Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929132 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1tWbfjI4CBHjU7om3?oOK??k9mnb2s5DxVSuvDyAjEa Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 1112 17 16 15 14 13 18 19 20 21 22 23 3x8 3x4 7x16 MT18HS 3x6 3x12 4x6 3x6 3x6 2x4 6x8 3x12 4x6 5x8 5x6 5-10-05-10-0 11-4-85-6-8 11-6-40-1-12 21-3-129-9-8 31-6-810-2-12 -0-10-0 0-10-0 5-10-0 5-10-0 10-2-0 4-4-0 11-4-8 1-2-8 15-11-8 4-7-0 23-7-4 7-7-12 31-6-8 7-11-4 32-9-0 1-2-8 0-11-133-9-158-11-1012-0-51-7-103.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-8-4,Edge], [5:0-5-4,0-3-8], [11:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.62 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 0.02 0.03 (loc) 13-14 13-14 13 2-17 l/defl >813 >509 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,4-16,10-14,11-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 5-7 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 5-8, 10-13 REACTIONS. (size)16=0-3-8, 2=0-3-8, 13=0-3-8 Max Horz 2=234(LC 11) Max Uplift 2=-144(LC 8), 13=-27(LC 13) Max Grav 16=1789(LC 2), 2=561(LC 25), 13=1105(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-748/241, 4-5=-92/369, 5-16=-1258/86, 5-7=-294/149, 8-10=-920/166, 10-11=-476/141, 11-13=-543/133 BOT CHORD 2-17=-207/641, 16-17=-207/641, 14-16=-345/163, 13-14=0/764 WEBS 4-16=-929/168, 5-8=-783/61, 5-14=0/643, 8-14=-129/772, 10-14=-521/227, 10-13=-696/0 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-3-14, Interior(1) 2-3-14 to 11-6-4, Exterior(2E) 10-2-0 to 13-3-14, Interior(1) 13-3-14 to 15-11-8, Exterior(2R) 15-11-8 to 19-1-6, Interior(1) 19-1-6 to 32-9-0 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) 13 except (jt=lb) 2=144. 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. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T18 Truss Type ROOF SPECIAL Qty 5 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929133 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zGeM4OKKkoXRjQy9BQrsPQ556aVQWukWPpx?_6yAjEY Scale = 1:52.5 1 2 3 4 7 6 5 8 9 5x8 5x8 4x6 12x12 4x6 3x6 6-8-06-8-0 13-5-86-9-8 -1-2-8 1-2-8 6-8-0 6-8-0 13-5-8 6-9-8 1-0-152-8-159-6-77-10-109-6-73.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-7,Edge], [7:0-1-12,0-0-0], [7:Edge,0-9-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.40 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 -0.12 0.03 (loc) 5-6 5-6 9 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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* 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)7=0-3-8, 9=0-3-0 Max Horz 7=236(LC 9) Max Uplift 7=-46(LC 8), 9=-75(LC 12) Max Grav 7=773(LC 1), 9=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1071/0, 3-4=-284/129, 5-8=0/423, 4-8=0/423, 2-7=-709/81 BOT CHORD 6-7=-324/378, 5-6=-44/973 WEBS 3-5=-1001/78, 2-6=0/653, 4-9=-668/130 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 9 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 capable of withstanding 100 lb uplift at joint(s) 7, 9. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T19 Truss Type Roof Special Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929134 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-vfm6V4LbGQo9yk6YIrtKVrAR7NBc_qTps7Q62_yAjEW Scale = 1:52.5 1 2 3 4 8 6 5 9 10 7 5x8 5x8 3x8 12x12 4x6 3x6 6-0-06-0-0 6-8-00-8-0 13-5-86-9-8 -1-2-8 1-2-8 6-8-0 6-8-0 13-5-8 6-9-8 1-0-152-8-159-6-77-10-109-6-73.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-7,Edge], [8:0-1-11,0-0-7], [8:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.10 0.02 (loc) 5-6 5-6 10 7-8 l/defl >999 >707 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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* 4-5: 2x4 SPF No.2 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)8=0-3-8, 7=0-3-8, 10=0-3-0 Max Horz 8=223(LC 12) Max Uplift 8=-92(LC 8), 7=-15(LC 9), 10=-100(LC 12) Max Grav 8=429(LC 1), 7=632(LC 1), 10=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-399/81 BOT CHORD 7-8=-256/235, 6-7=-256/235 WEBS 3-6=-469/98, 2-6=-108/293, 4-10=-368/115 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-0-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 10 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 capable of withstanding 100 lb uplift at joint(s) 8, 7 except (jt=lb) 10=100. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T20 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929135 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-OrKUiQMD1jw0auhksYOZ12jZNnUui6zy5nAfaRyAjEV Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x8 7x16 MT18HS 3x6 8x8 3x6 6x8 3x16 MT18HS 8x8 3x6 5x12 5x12 2x4 2x4 4x10 3x8 5x8 5x8 3x6 3x8 MT18HS 1-9-81-9-8 7-4-115-7-3 15-6-128-2-1 23-10-108-3-13 32-2-78-3-13 40-8-08-5-9 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 7-4-11 5-7-3 15-6-12 8-2-1 23-10-10 8-3-13 32-2-7 8-3-13 40-8-0 8-5-9 42-5-8 1-9-8 1-3-86-0-86-2-106-0-81-0-05-0-88.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-1,Edge], [9:0-3-8,0-1-8], [10:0-3-8,0-2-8], [11:0-3-8,Edge], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 1.00 0.61 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.74 0.32 0.20 (loc) 16-18 16-18 12 16-18 l/defl >999 >686 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-21,12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-20,5-19,5-16,9-16,10-14,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 11-12, 5-19, 10-13 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=168(LC 9) Max Uplift 12=-90(LC 9) Max Grav 21=2218(LC 1), 12=2107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2154/100, 2-3=-3475/182, 3-4=-3304/106, 4-5=-2640/104, 5-7=-4705/180, 7-9=-4705/180, 9-10=-3533/124, 10-11=-779/61, 11-12=-2104/90 BOT CHORD 19-20=-274/2886, 18-19=-245/4457, 16-18=-245/4457, 14-16=-191/3533, 13-14=-84/844 WEBS 2-20=-126/2896, 3-19=-322/191, 4-19=0/1247, 5-19=-2179/151, 5-18=0/340, 5-16=-59/355, 7-16=-649/130, 9-16=-65/1349, 9-14=-1355/170, 10-14=-123/3096, 10-13=-2123/193, 11-13=-136/2359 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-0-7, Interior(1) 3-0-7 to 7-4-11, Exterior(2R) 7-4-11 to 11-7-10, Interior(1) 11-7-10 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 8% 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) Bearing at joint(s) 21, 12 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) 12. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T21 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929136 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KERF76NTYLAjpBq7zzQ16ToxubADA2NFY5fmfJyAjET Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323242526 3x6 6x8 5x10 MT18HS 3x6 8x8 3x6 5x12 3x8 MT18HS 8x8 2x4 4x6 3x6 3x8 3x6 2x4 4x10 3x8 5x8 5x8 3x6 3x8 MT18HS 1-9-81-9-8 10-4-118-7-3 17-9-127-5-1 25-4-107-6-13 32-11-77-6-13 40-8-07-8-9 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 6-1-2 4-3-10 10-4-11 4-3-10 17-9-12 7-5-1 25-4-10 7-6-13 32-11-7 7-6-13 40-8-0 7-8-9 42-5-8 1-9-8 1-3-88-0-88-2-108-0-81-0-07-0-88.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-5-0,0-0-14], [10:0-3-8,0-1-8], [11:0-3-8,0-2-8], [12:0-3-8,Edge], [15:0-3-8,0-2-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.87 0.62 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.51 0.25 0.12 (loc) 17-18 17-18 13 17-18 l/defl >999 >983 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 209 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-22,13-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 12-13,2-21,5-18,6-17,10-17,11-15,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-14 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 6-17, 10-15, 11-14 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=223(LC 9) Max Uplift 13=-91(LC 9) Max Grav 22=2276(LC 2), 13=2226(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2261/90, 2-3=-3579/133, 3-4=-3554/188, 4-5=-3140/79, 5-6=-3444/117, 6-8=-3380/106, 8-10=-3380/106, 10-11=-2475/75, 11-12=-570/65, 12-13=-2225/92 BOT CHORD 21-22=-303/288, 20-21=-210/2767, 18-20=-166/2555, 17-18=-205/3441, 15-17=-154/2475, 14-15=-81/605 WEBS 2-21=-77/2917, 4-21=-186/355, 4-20=-354/136, 5-20=0/591, 5-18=-135/1286, 6-18=-711/179, 8-17=-588/118, 10-17=-56/1213, 10-15=-1412/163, 11-15=-97/2506, 11-14=-2071/191, 12-14=-135/2336 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-0-7, Interior(1) 3-0-7 to 10-4-11, Exterior(2R) 10-4-11 to 14-7-10, Interior(1) 14-7-10 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 22, 13 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) 13. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T22 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929137 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-oQ?dLSO5JeIaRLPJXgyGfhL7B_RhvScPnlOKBmyAjES Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1324252627 3x6 5x8 3x6 5x8 3x6 6x8 3x6 6x8 3x8 MT18HS 6x16 3x6 4x6 3x6 4x8 3x8 2x4 2x4 5x8 2x4 5x12 2x4 3x6 1-9-81-9-8 7-7-25-9-10 13-4-115-9-10 20-2-86-9-13 27-0-66-9-13 33-10-36-9-13 40-8-06-9-13 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 7-7-2 5-9-10 13-4-11 5-9-10 20-2-8 6-9-13 27-0-6 6-9-13 33-10-3 6-9-13 40-8-0 6-9-13 42-5-8 1-9-8 1-3-810-0-810-2-1010-0-81-0-09-0-88.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.86 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.26 0.09 (loc) 18-20 18-20 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-22,16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-23,3-22,3-21,5-21,5-20: 2x4 SPF-S Stud 12-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,13-14. WEBS 1 Row at midpt 12-13, 7-20, 7-17, 8-17, 11-14 2 Rows at 1/3 pts 10-14 REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=278(LC 9) Max Uplift 13=-92(LC 9) Max Grav 23=2281(LC 2), 13=2251(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-2236/137, 2-3=-3636/231, 3-5=-3382/7, 5-6=-2891/55, 6-7=-2310/60, 7-8=-2554/59, 8-10=-2554/59, 10-11=-463/88, 11-12=-459/89, 12-13=-2232/91 BOT CHORD 22-23=-384/336, 21-22=-469/3114, 20-21=-220/2741, 18-20=-185/2760, 17-18=-185/2760, 15-17=-137/1810, 14-15=-137/1810 WEBS 2-22=-163/3020, 3-21=-408/255, 5-21=0/292, 5-20=-647/128, 6-20=0/1175, 7-20=-851/138, 7-18=0/402, 7-17=-364/43, 8-17=-534/107, 10-17=-56/1212, 10-15=0/417, 10-14=-2238/87, 11-14=-429/122, 12-14=-136/2295 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-0-7, Interior(1) 3-0-7 to 13-4-11, Exterior(2R) 13-4-11 to 17-7-10, Interior(1) 17-7-10 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12% 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) 23, 13 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) 13. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T23 Truss Type Half Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929138 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kp7Nm7QLrGYIgfZhf5_kk6QQioBQNNGiE3tQGeyAjEQ Scale = 1:88.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425 3x6 5x8 3x8 5x10 MT18HS 3x6 6x8 3x6 6x8 3x6 6x8 3x6 4x6 3x6 3x8 2x4 3x8 2x4 6x10 6x6 3x6 1-9-81-9-8 9-1-27-3-10 16-4-117-3-10 24-4-17-11-6 32-5-28-1-2 40-8-08-2-14 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 9-1-2 7-3-10 16-4-11 7-3-10 24-4-1 7-11-6 32-5-2 8-1-2 40-8-0 8-2-14 42-5-8 1-9-8 1-3-812-0-812-2-1012-0-81-0-011-0-88.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.96 0.59 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.42 0.24 0.08 (loc) 16-18 16-18 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-21,12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,3-20,3-19,4-19: 2x4 SPF-S Stud, 11-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 4-18, 7-18, 7-14, 9-14 2 Rows at 1/3 pts 11-12, 10-13 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=333(LC 9) Max Uplift 12=-94(LC 9) Max Grav 21=2302(LC 2), 12=2277(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2319/156, 2-3=-3828/277, 3-4=-3351/0, 4-6=-2678/57, 6-7=-2108/77, 7-9=-1657/85, 9-10=-1657/85, 10-11=-410/113, 11-12=-2280/78 BOT CHORD 20-21=-459/403, 19-20=-577/3322, 18-19=-255/2740, 16-18=-173/2243, 14-16=-173/2243, 13-14=-94/392 WEBS 2-20=-208/3211, 3-19=-591/327, 4-19=0/401, 4-18=-862/156, 6-18=0/964, 7-18=-420/171, 7-16=0/468, 7-14=-974/55, 9-14=-659/130, 10-14=-81/2103, 10-13=-2108/230, 11-13=-152/2370 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-0-7, Interior(1) 3-0-7 to 16-4-11, Exterior(2R) 16-4-11 to 20-7-10, Interior(1) 20-7-10 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12% 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) 21, 12 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) 12. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T24 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929139 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gBF8ApRcNto0wzj4mW0CpXVnpcsnrIA_iNMXKXyAjEO Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323242526 3x6 5x8 3x8 6x10 6x10 3x8 5x8 3x6 6x8 3x8 MT18HS 6x8 3x6 4x6 3x6 3x8 3x4 3x8 3x6 4x6 3x6 3x8 MT18HS 1-9-81-9-8 8-11-27-1-10 16-0-127-1-10 26-4-1210-4-0 33-6-67-1-10 40-8-07-1-10 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 8-11-2 7-1-10 16-0-12 7-1-10 21-2-12 5-2-0 26-4-12 5-2-0 33-6-6 7-1-10 40-8-0 7-1-10 42-5-8 1-9-8 1-3-812-0-01-3-81-0-011-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-0,0-1-8], [8:0-6-0,0-1-8], [12:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.86 0.66 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.70 0.29 0.07 (loc) 17-18 17-18 13 18 l/defl >999 >718 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-22,13-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21,4-18,6-18,7-18,7-17,8-17,10-17,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,13-14. WEBS 1 Row at midpt 4-18, 7-18, 7-17, 10-17 REACTIONS. (size)22=0-3-8, 13=0-3-8 Max Horz 22=232(LC 11) Max Uplift 22=-19(LC 12), 13=-3(LC 13) Max Grav 22=2283(LC 2), 13=2192(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2321/84, 2-3=-3838/151, 3-4=-3322/55, 4-6=-2657/86, 6-7=-2103/112, 7-8=-2104/102, 8-10=-2658/74, 10-11=-3329/33, 11-12=-3748/35, 12-13=-2162/0 BOT CHORD 21-22=-269/250, 20-21=-238/3341, 18-20=-46/2759, 17-18=0/2181, 15-17=0/2678, 14-15=-50/3126 WEBS 2-21=-128/3233, 3-20=-591/196, 4-20=0/377, 4-18=-857/152, 6-18=0/1023, 7-18=-451/152, 7-17=-448/152, 8-17=0/1024, 10-17=-845/140, 10-15=0/365, 11-15=-525/128, 12-14=-44/3132 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 3-0-7, Interior(1) 3-0-7 to 16-0-12, Exterior(2R) 16-0-12 to 20-3-11, Interior(1) 20-3-11 to 26-4-12, Exterior(2R) 26-4-12 to 30-7-11, Interior(1) 30-7-11 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12%, joint 12 = 12% 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) 22, 13 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) 22, 13. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929140 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-daMubVTsvU2k9GtTux3gvybBjPWDJDkH9hrePPyAjEM Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425 3x6 5x12 3x8 6x10 6x10 3x8 5x12 3x6 6x8 3x8 MT18HS 6x8 3x6 4x6 3x6 3x8 3x4 3x8 3x6 4x6 3x6 3x8 MT18HS 1-9-81-9-8 8-11-27-1-10 16-0-127-1-10 26-4-1210-4-0 33-6-67-1-10 40-8-07-1-10 42-5-81-9-8 1-9-8 1-9-8 8-11-2 7-1-10 16-0-12 7-1-10 21-2-12 5-2-0 26-4-12 5-2-0 33-6-6 7-1-10 40-8-0 7-1-10 42-5-8 1-9-8 1-3-812-0-01-3-81-0-011-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-6-0,0-1-8], [7:0-6-0,0-1-8], [11:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.68 0.28 0.07 (loc) 16-17 16-17 12 17 l/defl >999 >742 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-21,12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-20,3-17,5-17,6-17,6-16,7-16,9-16,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,12-13. WEBS 1 Row at midpt 3-17, 6-17, 6-16, 9-16 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=221(LC 9) Max Uplift 21=-3(LC 12), 12=-3(LC 13) Max Grav 21=2194(LC 2), 12=2194(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-2248/62, 1-2=-3885/143, 2-3=-3332/55, 3-5=-2662/86, 5-6=-2106/112, 6-7=-2106/102, 7-9=-2662/74, 9-10=-3332/33, 10-11=-3744/33, 11-12=-2169/0 BOT CHORD 20-21=-254/262, 19-20=-233/3374, 17-19=-46/2770, 16-17=0/2184, 14-16=0/2682, 13-14=-48/3116 WEBS 1-20=-130/3231, 2-19=-613/190, 3-19=0/381, 3-17=-867/153, 5-17=0/1028, 6-17=-451/152, 6-16=-451/152, 7-16=0/1028, 9-16=-849/142, 9-14=0/362, 10-14=-508/125, 11-13=-40/3116 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 16-0-12, Exterior(2R) 16-0-12 to 20-3-11, Interior(1) 20-3-11 to 26-4-12, Exterior(2R) 26-4-12 to 30-7-11, Interior(1) 30-7-11 to 42-3-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 21, 12 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) 21, 12. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T26 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929141 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-5mwGprUUgoAbnQSfRfavR97MVpsN2g?ROLbBxsyAjEL Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x6 5x6 6x10 3x8 5x12 3x6 5x8 3x8 MT18HS 6x8 3x6 2x4 3x6 3x8 3x4 3x8 3x6 4x6 3x6 3x8 MT18HS 8-0-08-0-0 15-9-47-9-4 26-1-410-4-0 33-2-147-1-10 40-4-87-1-10 42-2-01-9-8 5-4-15 5-4-15 10-7-2 5-2-2 15-9-4 5-2-2 20-11-4 5-2-0 26-1-4 5-2-0 33-2-14 7-1-10 40-4-8 7-1-10 42-2-0 1-9-8 0-5-1311-0-012-0-01-3-81-0-011-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [5:0-3-12,0-2-0], [7:0-6-0,0-1-8], [11:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.66 0.21 0.07 (loc) 16-17 16-17 12 17 l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12,2-19,4-19,9-14,10-14,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-17, 6-17, 6-16, 9-16 REACTIONS. (size)12=0-3-8, 1=Mechanical Max Horz 1=214(LC 11) Max Uplift 12=-6(LC 13), 1=-5(LC 12) Max Grav 12=2188(LC 2), 1=2192(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3422/38, 2-4=-3240/70, 4-5=-2598/88, 5-6=-2090/103, 6-7=-2096/106, 7-9=-2650/80, 9-10=-3322/39, 10-11=-3734/39, 11-12=-2163/0 BOT CHORD 1-19=-83/2838, 17-19=-1/2480, 16-17=0/2173, 14-16=0/2673, 13-14=-52/3107 WEBS 2-19=-306/133, 4-19=-13/575, 4-17=-690/139, 5-17=0/1072, 6-17=-460/143, 6-16=-443/147, 7-16=0/1023, 9-16=-851/142, 9-14=0/363, 10-14=-507/125, 11-13=-44/3108 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 4-3-6, Interior(1) 4-3-6 to 15-9-4, Exterior(2R) 15-9-4 to 19-11-14, Interior(1) 19-11-14 to 26-1-4, Exterior(2R) 26-1-4 to 30-3-14, Interior(1) 30-3-14 to 42-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 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) 12, 1. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T27 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929142 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1921EXVlCPQJ0kb2Z3cNWaCgwdZvWaVjrf4I?kyAjEJ Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 1112 20 19 18 17 16 15 14 13 21 22 23 24 25 3x6 5x6 5x6 3x8 5x8 3x6 5x8 3x6 6x8 3x6 2x4 3x6 3x8 3x4 3x8 3x6 4x6 3x6 3x8 MT18HS 8-3-118-3-11 16-4-88-0-14 25-6-09-1-7 32-11-47-5-4 40-4-87-5-4 42-2-01-9-8 5-7-6 5-7-6 10-11-15 5-4-9 16-4-8 5-4-9 20-11-4 4-6-12 25-6-0 4-6-12 32-11-4 7-5-4 40-4-8 7-5-4 42-2-0 1-9-8 43-4-8 1-2-8 0-5-1311-2-1212-4-141-3-81-0-011-2-128.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.71 0.66 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.21 0.06 (loc) 17-18 17-18 13 18 l/defl >999 >900 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13,2-20,4-20,8-15,10-15,10-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-18, 6-18, 6-17, 8-17 REACTIONS. (size)13=0-3-8, 1=Mechanical Max Horz 1=225(LC 11) Max Uplift 13=-22(LC 13), 1=-4(LC 12) Max Grav 13=2278(LC 20), 1=2190(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3411/37, 2-4=-3221/71, 4-5=-2561/92, 5-6=-2046/107, 6-7=-2051/110, 7-8=-2617/82, 8-10=-3299/35, 10-11=-3695/25, 11-13=-2239/8 BOT CHORD 1-20=-72/2853, 18-20=0/2474, 17-18=0/2124, 15-17=0/2650, 14-15=-20/3078 WEBS 2-20=-324/137, 4-20=-13/606, 4-18=-695/143, 5-18=0/1071, 6-18=-460/137, 6-17=-448/143, 7-17=0/1025, 8-17=-858/143, 8-15=0/377, 10-15=-501/121, 11-14=-22/3106 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 4-3-6, Interior(1) 4-3-6 to 16-4-8, Exterior(2R) 16-4-8 to 20-7-2, Interior(1) 20-7-2 to 25-6-0, Exterior(2R) 25-6-0 to 29-8-9, Interior(1) 29-8-9 to 43-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 11 = 12% 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 1. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T28 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929143 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VLcPRsWNzjYAeuAE7n7c3oloK0xvFzFt4IprYAyAjEI Scale = 1:76.8 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 21 22 3x6 6x8 5x10 MT18HS 3x6 6x8 3x6 5x8 3x6 6x8 3x6 2x4 3x6 3x12 2x4 3x6 3x6 4x6 3x6 3x8 MT18HS 6-9-116-9-11 13-4-86-6-14 20-11-47-6-12 28-6-07-6-12 35-0-06-6-0 40-4-85-4-8 42-2-01-9-8 6-9-11 6-9-11 13-4-8 6-6-14 20-11-4 7-6-12 28-6-0 7-6-12 35-0-0 6-6-0 40-4-8 5-4-8 42-2-0 1-9-8 43-4-8 1-2-8 0-5-139-2-1210-4-141-3-81-0-09-2-128.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [4:0-4-13,Edge], [6:0-5-0,0-0-14], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.92 0.55 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.38 0.20 0.07 (loc) 15-17 15-17 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,4-17,5-17,6-17,6-15,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-10 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-17 REACTIONS. (size)12=0-3-8, 1=Mechanical Max Horz 1=189(LC 11) Max Uplift 12=-28(LC 13), 1=-10(LC 12) Max Grav 12=2253(LC 2), 1=2162(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3378/33, 2-4=-2825/78, 4-5=-2643/50, 5-6=-2643/50, 6-8=-2837/75, 8-9=-3357/39, 9-10=-3562/20, 10-12=-2199/27 BOT CHORD 1-20=-31/2721, 19-20=-31/2721, 17-19=0/2243, 15-17=0/2260, 14-15=0/2730, 13-14=0/2937 WEBS 2-20=0/284, 2-19=-649/124, 4-19=0/675, 4-17=-103/768, 5-17=-741/144, 6-17=-107/748, 6-15=0/691, 8-15=-652/113, 8-14=0/272, 9-14=-252/70, 10-13=0/2942 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 4-3-6, Interior(1) 4-3-6 to 13-4-8, Exterior(2R) 13-4-8 to 17-7-2, Interior(1) 17-7-2 to 28-6-0, Exterior(2R) 28-6-0 to 32-8-9, Interior(1) 32-8-9 to 43-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 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) 12, 1. 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.December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T29 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929144 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zXAneCX?k1g1G1lQgUerc?I2JQBH_Ub0JyZP4dyAjEH Scale = 1:76.0 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 225x8 6x8 3x6 6x8 3x6 3x16 MT18HS 5x12 4x8 2x4 3x6 3x6 3x6 4x8 4x6 2x4 5x10 MT18HS 3x16 MT18HS 10-4-810-4-8 20-11-410-6-12 31-6-010-6-12 40-4-88-10-8 42-2-01-9-8 5-3-11 5-3-11 10-4-8 5-0-14 17-5-0 7-0-8 24-5-8 7-0-8 31-6-0 7-0-8 35-11-4 4-5-4 40-4-8 4-5-4 42-2-0 1-9-8 43-4-8 1-2-8 0-5-137-2-128-4-141-3-81-0-07-2-128.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [3:0-4-13,Edge], [7:0-5-0,0-0-14], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.92 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.70 0.23 0.08 (loc) 14-16 14-16 12 16 l/defl >999 >724 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-18,6-14,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-18, 6-14 REACTIONS. (size)1=Mechanical, 12=0-3-8 Max Horz 1=153(LC 11) Max Uplift 1=-14(LC 12), 12=-32(LC 13) Max Grav 1=2169(LC 2), 12=2258(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3348/70, 2-3=-3100/55, 3-4=-2490/77, 4-6=-3385/0, 6-7=-2508/79, 7-8=-3104/61, 8-9=-3518/85, 9-10=-3538/9, 10-12=-2234/27 BOT CHORD 1-18=-54/2692, 16-18=-39/3262, 14-16=-5/3269, 13-14=0/2740 WEBS 2-18=-297/142, 3-18=0/1303, 4-18=-1164/132, 4-16=-3/334, 6-16=-2/320, 6-14=-1148/131, 7-14=0/1325, 8-14=-345/120, 8-13=-25/264, 10-13=0/2884 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 4-3-6, Interior(1) 4-3-6 to 10-4-8, Exterior(2R) 10-4-8 to 14-7-2, Interior(1) 14-7-2 to 31-6-0, Exterior(2R) 31-6-0 to 35-8-9, Interior(1) 35-8-9 to 43-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 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) 1, 12. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T30 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929145 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-wwHY3uYFFexkVLvpovhJhQNMNExBSOAJmG2W9VyAjEF Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 5x8 6x8 3x6 5x8 3x6 3x16 MT18HS 6x8 5x12 2x4 4x8 3x6 3x6 3x6 4x8 5x12 3x6 5x10 MT18HS 3x16 MT18HS 7-4-87-4-8 16-5-09-0-8 25-5-89-0-8 34-6-09-0-8 40-4-85-10-8 42-2-01-9-8 4-6-0 4-6-0 7-4-8 2-10-8 14-1-14 6-9-6 20-11-4 6-9-6 27-8-10 6-9-6 34-6-0 6-9-6 40-4-8 5-10-8 42-2-0 1-9-8 43-4-8 1-2-8 0-5-135-2-126-4-141-3-81-0-05-2-128.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-13], [3:0-4-13,Edge], [8:0-5-0,0-0-14], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.64 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.64 0.27 0.15 (loc) 16-17 16-17 12 16-17 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-13: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,7-14,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-19, 7-14 REACTIONS. (size)1=Mechanical, 12=0-3-8 Max Horz 1=117(LC 11) Max Uplift 1=-18(LC 12), 12=-36(LC 13) Max Grav 1=2096(LC 1), 12=2208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3317/52, 2-3=-3124/58, 3-4=-2545/64, 4-5=-4242/67, 5-7=-4256/66, 7-8=-2600/69, 8-9=-3268/40, 9-10=-3478/58, 10-12=-2148/34 BOT CHORD 1-19=-77/2639, 17-19=-120/4035, 16-17=-117/4489, 14-16=-74/4056, 13-14=-39/2892 WEBS 3-19=0/1315, 4-19=-1897/134, 4-17=0/539, 5-17=-418/113, 5-16=-394/115, 7-16=0/521, 7-14=-1871/138, 8-14=0/1267, 9-14=-307/124, 10-13=-45/2900 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 4-4-13, Interior(1) 4-4-13 to 7-4-8, Exterior(2R) 7-4-8 to 11-7-2, Interior(1) 11-7-2 to 34-6-0, Exterior(2R) 34-6-0 to 38-8-9, Interior(1) 38-8-9 to 43-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 10 = 16% 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss T31 Truss Type Hip Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929146 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-O6rwHEZt0y3b7VU?MdCYDewa5eKQBpXT?wn3hyyAjEE Scale = 1:30.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 3x6 5x6 5x6 3x6 2x4 5x6 5x6 3x6 4x8 2x4 3x12 4x8 3x6 1-3-81-3-8 2-5-61-1-14 8-3-85-10-2 14-1-105-10-2 15-3-81-1-14 16-7-01-3-8 1-3-8 1-3-8 2-5-6 1-1-14 8-3-8 5-10-2 14-1-10 5-10-2 15-3-8 1-1-14 16-7-0 1-3-8 1-8-134-0-64-2-31-8-131-0-03-0-612.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.55 0.45 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.06 0.02 (loc) 11 11-12 8 11 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 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 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=-83(LC 10) Max Uplift 14=-6(LC 12), 8=-6(LC 13) Max Grav 14=815(LC 1), 8=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-792/69, 1-2=-763/79, 2-3=-810/51, 3-4=-618/54, 4-5=-618/40, 5-6=-810/33, 6-7=-763/29, 7-8=-792/29 BOT CHORD 12-13=-95/521, 11-12=-84/1322, 10-11=-84/1322, 9-10=-24/521 WEBS 1-13=-32/538, 2-13=-263/30, 2-12=-48/282, 3-12=0/270, 4-12=-800/68, 4-10=-800/67, 5-10=0/270, 6-10=-16/282, 6-9=-263/0, 7-9=-14/538 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-5-6, Exterior(2R) 2-5-6 to 5-5-6, Interior(1) 5-5-6 to 14-1-10, Exterior(2E) 14-1-10 to 16-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 14, 8 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) 14, 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929147 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KVzgiwb8YZJJMpeOT2E0I3?u8RxxfkhlSEGAlqyAjEC Scale = 1:45.5 1 2 3 4 5 6 7 8 14 13 12 11 10 91516171819202122 6x6 3x6 2x4 4x6 4x10 2x4 3x12 4x6 2x4 4x6 4x10 6x6 3-6-113-6-11 12-0-08-5-5 20-5-58-5-5 24-0-03-6-11 -1-2-8 1-2-8 3-6-11 3-6-11 12-0-0 8-5-5 20-5-5 8-5-5 24-0-0 3-6-11 25-2-8 1-2-8 2-0-155-5-135-7-102-0-155-5-1312.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-1,0-3-0], [6:0-4-1,0-3-0], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.03 0.08 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 247 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* 4-13,4-10: 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=132(LC 7) Max Uplift 14=-575(LC 8), 9=-613(LC 9) Max Grav 14=2741(LC 1), 9=2851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2504/583, 3-4=-1697/445, 4-6=-1777/472, 6-7=-2621/623, 2-14=-2877/625, 7-9=-3006/669 BOT CHORD 11-13=-805/3533, 10-11=-805/3533 WEBS 3-13=-357/1300, 4-13=-2164/484, 4-11=-287/1339, 4-10=-2069/451, 6-10=-385/1382, 2-13=-460/1991, 7-10=-494/2090 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 14=575, 9=613. 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) 492 lb down and 244 lb up at 3-6-11, 253 lb down and 94 lb up at 5-7-12, 253 lb down and 94 lb up at 7-7-12, 253 lb down and 94 lb up at 9-7-12, 253 lb down and 94 lb up at 11-7-12, 253 lb down and 94 lb up at 13-7-12, 253 lb down and 94 lb up at 15-7-12, 253 lb down and 94 lb up at 17-7-12, and 253 lb down and 94 lb up at 19-7-12, and 492 lb down and 244 lb up at 20-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929147 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KVzgiwb8YZJJMpeOT2E0I3?u8RxxfkhlSEGAlqyAjEC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-6=-80, 6-7=-80, 7-8=-80, 9-14=-20 Concentrated Loads (lb) Vert: 13=-492 10=-492 15=-253 16=-253 17=-253 18=-253 19=-253 20=-253 21=-253 22=-253 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929148 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Gu5R7ccO4AZ1b6nmbSGUOU4E1FcI7d42wYlGqjyAjEA Scale = 1:62.2 1 2 3 4 5 6 7 8 14 13 12 11 10 91516171819 4x6 5x8 5x8 3x4 4x6 4x8 4x6 6x6 6x6 3x12 2x4 4x6 5x10 MT18HS 7-11-127-11-12 16-1-08-1-4 17-4-101-3-10 24-0-06-7-6 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-12 4-11-12 9-4-2 1-4-6 17-4-10 8-0-8 21-6-0 4-1-6 24-0-0 2-6-0 2-0-158-6-810-0-112-0-158-6-812.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-4], [6:0-2-8,0-3-4], [7:0-3-8,0-1-8], [10:0-3-0,0-4-8], [11:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.77 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.02 0.04 (loc) 9-10 9-10 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 302 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,5-13,5-11: 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=201(LC 28) Max Grav 14=2430(LC 1), 9=4369(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2382/0, 4-5=-2298/0, 5-6=-2947/0, 6-7=-3979/0, 7-8=-443/36, 2-14=-280/41, 8-9=-383/15 BOT CHORD 13-14=-7/1314, 11-13=0/2083, 10-11=0/2827, 9-10=0/2089 WEBS 3-13=0/461, 4-13=0/2930, 5-13=-3046/0, 5-11=0/1459, 6-10=-175/1488, 7-10=0/970, 3-14=-2424/0, 7-9=-3794/0, 6-11=0/750 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, Except member 11-6 2x4 - 1 row at 0-7-0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 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. 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) 2603 lb down at 16-1-0, 574 lb down and 98 lb up at 18-0-4, and 569 lb down and 37 lb up at 20-0-4, and 574 lb down and 45 lb up at 22-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929148 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:55 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Gu5R7ccO4AZ1b6nmbSGUOU4E1FcI7d42wYlGqjyAjEA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-6=-80, 6-8=-80, 9-14=-20 Concentrated Loads (lb) Vert: 11=-2603(F) 17=-574(F) 18=-569(F) 19=-574(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929149 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-DGDBXHeecoplrQx9itJyTvAW42JDbYcLNsENubyAjE8 Scale = 1:56.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617181920212223242526 4x8 3x6 3x8 4x6 6x8 2x4 6x8 3x12 5x8 3x8 5x8 4x8 4x6 6-8-06-8-0 15-7-08-11-0 24-6-08-11-0 31-2-06-8-0 -1-2-8 1-2-8 6-8-0 6-8-0 15-7-0 8-11-0 24-6-0 8-11-0 31-2-0 6-8-0 32-4-8 1-2-8 1-7-105-10-136-0-151-7-105-10-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-0,0-1-9], [6:0-4-0,0-1-9], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.04 0.14 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 302 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* 4-14,4-10: 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=128(LC 7) Max Uplift 15=-828(LC 8), 9=-838(LC 9) Max Grav 15=2559(LC 1), 9=2570(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/1139, 3-4=-2475/978, 4-6=-2487/991, 6-7=-3154/1154, 2-15=-2489/847, 7-9=-2502/859 BOT CHORD 14-15=-145/331, 12-14=-1481/3916, 10-12=-1481/3916 WEBS 3-14=-563/1285, 4-14=-1775/707, 4-12=-500/1147, 4-10=-1758/692, 6-10=-571/1294, 2-14=-932/2372, 7-10=-948/2389 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=828, 9=838. 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 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929149 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-DGDBXHeecoplrQx9itJyTvAW42JDbYcLNsENubyAjE8 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 177 lb up at 4-8-12, 154 lb down and 135 lb up at 6-8-12, 154 lb down and 135 lb up at 8-8-12, 154 lb down and 135 lb up at 10-8-12, 154 lb down and 135 lb up at 12-8-12, 154 lb down and 135 lb up at 14-8-12, 154 lb down and 135 lb up at 16-8-12, 154 lb down and 135 lb up at 18-8-12, 154 lb down and 135 lb up at 20-8-12, 154 lb down and 135 lb up at 22-8-12, and 154 lb down and 135 lb up at 24-5-4, and 207 lb down and 177 lb up at 26-5-4 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=-80, 2-3=-80, 3-6=-80, 6-7=-80, 7-8=-80, 9-15=-20 Concentrated Loads (lb) Vert: 14=-146 10=-146 16=-185(B) 17=-146 18=-146 19=-146 20=-146 21=-146 23=-146 24=-146 25=-146 26=-185(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929150 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:05:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-9fKxyzfu8P3T4k5XqILQYKFtxs_n3QmerAjUzUyAjE6 Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 10x10 10x16 MT18HS 6x8 8x8 3x6 12x20 8x14 MT18HS WB 10x10 8x8 6x16 5x8 6x16 3x6 4x6 5x12 5x12 6x16 6x16 6x8 7x16 MT18HS 1-9-81-9-8 4-4-112-7-3 11-6-07-1-5 18-9-17-3-1 26-0-27-3-1 33-3-37-3-1 40-8-07-4-13 42-5-81-9-8 -1-2-8 1-2-8 1-9-8 1-9-8 4-4-11 2-7-3 11-6-0 7-1-5 18-9-1 7-3-1 26-0-2 7-3-1 33-3-3 7-3-1 40-8-0 7-4-13 42-5-8 1-9-8 1-3-84-0-84-2-104-0-81-0-03-0-88.00 12 8.00 12 Plate Offsets (X,Y)-- [4:1-0-8,0-4-4], [5:0-3-8,0-2-8], [9:0-3-8,0-2-8], [11:0-3-8,0-3-0], [15:0-3-8,0-3-0], [17:0-3-8,0-2-8], [20:0-3-8,0-3-0], [21:0-3-8,0-5-4], [22:0-11-4,Edge], [23:0-3-8,0-3-12], [23:0-1-12,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.73 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.02 -1.68 0.44 0.56 (loc) 17-18 17-18 13 17-18 l/defl >498 >302 n/a >896 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 655 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 22-23: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-23,3-22,3-21,4-21,12-14: 2x4 SPF No.2 2-22,4-20,5-18,8-18,9-17,11-15: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-10 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=105(LC 5) Max Uplift 23=-604(LC 5), 13=-887(LC 5) Max Grav 23=6527(LC 1), 13=5475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-6050/625, 2-3=-11572/1230, 3-4=-12756/1325, 4-5=-24396/2137, 5-6=-29911/2749, 6-8=-29911/2749, 8-9=-26770/3051, 9-11=-17202/2483, 11-12=-4080/682, 12-13=-5595/940 BOT CHORD 21-22=-1065/9392, 20-21=-1182/11011, 18-20=-2175/24375, 17-18=-3091/26770, 15-17=-2522/17202, 14-15=-747/4403 WEBS 2-22=-932/8987, 3-22=-394/94, 3-21=-256/1907, 4-21=-161/775, 4-20=-1083/14213, 5-20=-4873/445, 5-18=-672/5857, 6-18=-2836/214, 8-18=-704/4253, 8-17=-2824/383, 9-17=-600/10093, 9-15=-3509/269, 11-15=-1874/13504, 11-14=-5313/770, 12-14=-1206/7235 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, 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-20 2x4 - 1 row at 0-7-0 oc, member 14-11 2x4 - 1 row at 0-7-0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. Continued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929150 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-druKAJgXvjBKitgkN0sf5Xo2hGK0ot0n3qT1VwyAjE5 NOTES- 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) Bearing at joint(s) 23, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=604, 13=887. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 124 lb up at 4-4-11 on top chord, and 113 lb down and 94 lb up at 4-4-11, 169 lb down and 115 lb up at 5-11-4, 169 lb down and 115 lb up at 26-4-12, 169 lb down and 115 lb up at 28-4-12, 169 lb down and 115 lb up at 30-4-12, 169 lb down and 115 lb up at 32-4-12, 169 lb down and 115 lb up at 34-4-12, 169 lb down and 115 lb up at 36-4-12, and 169 lb down and 115 lb up at 38-4-12, and 169 lb down and 115 lb up at 40-8-0 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=-80, 2-4=-80, 4-24=-80, 8-24=-380(F=-300), 8-12=-80, 22-23=-20, 14-22=-20, 13-14=-20 Concentrated Loads (lb) Vert: 4=-46(F) 14=-169 21=-104(F) 16=-169 25=-169 26=-169 27=-169 28=-169 29=-169 30=-169 31=-169 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929151 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZE04b?inQKR1xBq6VQu7AytLt3_1GoA4X8y8apyAjE3 Scale = 1:35.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 8x16 10x16 MT18HS 10x16 MT18HS 8x16 10x10 10x10 4x8 12x12 10x16 2x4 12x12 4x8 1-3-81-3-8 3-3-11-11-9 8-3-85-0-7 13-3-155-0-7 15-3-81-11-9 16-7-01-3-8 1-3-8 1-3-8 3-3-1 1-11-9 8-3-8 5-0-7 13-3-15 5-0-7 15-3-8 1-11-9 16-7-0 1-3-8 1-8-134-10-14-11-141-8-131-0-03-10-112.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-8-0], [5:0-3-4,0-8-0], [8:0-1-12,0-1-12], [8:0-4-4,Edge], [9:0-5-0,0-6-8], [10:0-3-8,0-8-0], [11:0-8-0,0-7-8], [12:0-3-8,0-8-0], [13:0-5-0,0-6-8], [14:Edge,0-3-8], [14:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.96 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.11 0.05 (loc) 11 11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E *Except* 9-13: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-14,7-8,2-13,2-12,6-10,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=-88(LC 25) Max Uplift 14=-239(LC 8), 8=-934(LC 9) Max Grav 14=8600(LC 2), 8=8255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-7046/235, 1-2=-8629/295, 2-3=-10377/356, 3-4=-11502/535, 4-5=-11502/535, 5-6=-10577/963, 6-7=-8407/961, 7-8=-6869/789 BOT CHORD 13-14=-1390/124, 12-13=-265/6098, 11-12=-289/7618, 10-11=-726/7766, 9-10=-650/5983, 8-9=-1262/152 WEBS 1-13=-198/6369, 2-13=-2036/120, 2-12=-111/1693, 3-12=-24/4510, 3-11=-374/4670, 4-11=-302/149, 5-11=0/4781, 5-10=-760/4557, 6-10=-62/1997, 6-9=-2522/0, 7-9=-696/6199 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-2 2x4 - 1 row at 0-7-0 oc, member 9-6 2x4 - 1 row at 0-7-0 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 12%, joint 5 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 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. 10) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929151 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZE04b?inQKR1xBq6VQu7AytLt3_1GoA4X8y8apyAjE3 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=239, 8=934. 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) 2172 lb down and 25 lb up at 1-10-4, 2172 lb down and 25 lb up at 3-10-4, 2170 lb down and 24 lb up at 5-10-4, 2142 lb down and 30 lb up at 7-10-4, 2149 lb down and 34 lb up at 9-10-4, and 2076 lb down and 38 lb up at 11-10-4, and 2762 lb down and 1044 lb up at 13-9-8 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=-80, 3-5=-80, 5-7=-80, 13-14=-20, 9-13=-20, 8-9=-20 Concentrated Loads (lb) Vert: 15=-2078(F) 16=-2078(F) 17=-2076(F) 18=-2076(F) 19=-2076(F) 20=-2076(F) 21=-2762(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929152 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Vc8q?gj1yxilAVzVcrxbFNyqmthpkfQN_SRFehyAjE1 Scale = 1:30.4 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 2x4 3x6 6x6 6x6 3x6 2x4 8x10 8x10 5x12 2x4 1-3-8 1-3-8 8-3-8 7-0-0 15-3-8 7-0-0 15-5-10 0-2-2 16-7-0 1-1-6 1-1-6 1-1-6 8-3-8 7-2-2 15-5-10 7-2-2 16-7-0 1-1-6 1-8-132-8-62-10-31-8-131-0-01-8-612.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [4:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.74 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.27 0.09 0.10 (loc) 8 8 6 8 l/defl >999 >713 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 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 (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=-56(LC 4) Max Uplift 10=-216(LC 5), 6=-214(LC 4) Max Grav 10=1519(LC 1), 6=1511(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1784/297, 1-2=-1884/326, 2-3=-1576/281, 3-4=-1567/238, 4-5=-1873/281, 5-6=-1773/254 BOT CHORD 8-9=-786/4884, 7-8=-786/4884 WEBS 1-9=-263/1622, 3-9=-3376/536, 3-8=-81/636, 3-7=-3385/539, 5-7=-258/1613, 2-9=-147/870, 4-7=-124/862 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 10, 6 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) except (jt=lb) 10=216, 6=214. 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) 175 lb down and 57 lb up at 1-3-8, 175 lb down and 57 lb up at 3-2-12, 175 lb down and 57 lb up at 5-2-12, 175 lb down and 57 lb up at 7-2-12, 175 lb down and 57 lb up at 9-2-12, 175 lb down and 57 lb up at 11-2-12, and 175 lb down and 57 lb up at 13-2-12, and 175 lb down and 57 lb up at 15-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929152 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Vc8q?gj1yxilAVzVcrxbFNyqmthpkfQN_SRFehyAjE1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 9-10=-20, 7-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 9=-175(B) 7=-175(B) 11=-175(B) 12=-175(B) 13=-175(B) 14=-175(B) 15=-175(B) 16=-175(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929153 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-S?FbQMlHUZyTQp7ukGz3Ko22nhJrCZ0gSmwMjayAjE? Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 384x6 5x6 3x6 5x8 3x4 5x10 MT18HS 8x10 4x10 5x12 2x4 4x8 2x4 2x4 5x12 6x16 3x6 3x8 5x6 5x10 MT18HS 4-4-84-4-8 12-7-08-2-8 20-11-48-4-4 29-3-88-4-4 37-6-08-2-8 40-4-82-10-8 42-2-01-9-8 4-4-8 4-4-8 12-7-0 8-2-8 20-11-4 8-4-4 29-3-8 8-4-4 37-6-0 8-2-8 40-4-8 2-10-8 42-2-0 1-9-8 43-4-8 1-2-8 0-5-133-2-124-4-141-3-81-0-03-2-128.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-2-9,0-2-8], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.96 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 -0.92 0.21 0.57 (loc) 17 15-17 12 15-17 l/defl >871 >546 n/a >884 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 401 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2,8-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 12-13,13-16: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-20,3-17,7-17,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 7-14 REACTIONS. (size)1=Mechanical, 12=0-3-8 Max Horz 1=-79(LC 25) Max Uplift 1=-1023(LC 5), 12=-1005(LC 9) Max Grav 1=2782(LC 1), 12=2863(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4752/1829, 2-3=-3764/1481, 3-5=-10440/4106, 5-7=-10440/4106, 7-8=-3939/1559, 8-9=-4791/1880, 9-10=-4550/1698, 10-12=-2683/954 BOT CHORD 1-20=-1540/3868, 19-20=-3499/8868, 17-19=-3499/8868, 15-17=-3493/8924, 14-15=-3493/8924, 13-14=-1367/3720 WEBS 2-20=-966/2165, 3-20=-5447/2162, 3-19=-319/537, 3-17=-735/1699, 5-17=-639/130, 7-17=-708/1643, 7-15=-314/522, 7-14=-5312/2101, 8-14=-933/2100, 9-14=-236/456, 10-13=-1317/3595 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 12 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) 1=1023, 12=1005.Continued on page 2 December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 313 Jackson's Grant Job Reference (optional) I43929153 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-S?FbQMlHUZyTQp7ukGz3Ko22nhJrCZ0gSmwMjayAjE? NOTES- 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) 86 lb down and 106 lb up at 1-9-12, 86 lb down and 106 lb up at 3-9-12, 86 lb down and 106 lb up at 5-9-12, 86 lb down and 106 lb up at 7-9-12, 86 lb down and 106 lb up at 9-9-12, 86 lb down and 106 lb up at 11-9-12, 86 lb down and 106 lb up at 13-9-12, 86 lb down and 106 lb up at 15-9-12, 86 lb down and 106 lb up at 17-9-12, 86 lb down and 106 lb up at 19-9-12, 86 lb down and 106 lb up at 21-9-12, 86 lb down and 106 lb up at 23-9-12, 86 lb down and 106 lb up at 25-9-12, 86 lb down and 106 lb up at 27-9-12, 86 lb down and 106 lb up at 29-9-12, 86 lb down and 106 lb up at 31-9-12, 86 lb down and 106 lb up at 33-9-12, 86 lb down and 106 lb up at 35-9-12, and 86 lb down and 106 lb up at 37-5-4, and 57 lb down and 94 lb up at 39-5-4 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=-80, 2-8=-80, 8-10=-80, 10-11=-80, 1-13=-20, 12-13=-20 Concentrated Loads (lb) Vert: 18=-68 14=-68 21=-68 22=-68 23=-68 24=-68 25=-68 26=-68 27=-68 28=-68 29=-68 30=-68 31=-68 32=-68 33=-68 34=-68 35=-68 36=-68 37=-68 38=-51(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929154 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-wBpzeilwFs4K1yi4I_UIt0aPw4uyxF0pgQfvF0yAjE_ Scale = 1:18.4 1 2 3 4 7 6 5 2x4 3x6 2x4 4x6 6x10 6x6 1-3-81-3-8 2-8-01-4-8 -1-2-8 1-2-8 1-4-0 1-4-0 2-8-0 1-4-0 1-8-133-0-132-0-131-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 2-8-0 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=78(LC 5) Max Uplift 7=-37(LC 8), 5=-79(LC 5) Max Grav 7=244(LC 1), 5=71(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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 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) 7, 5. 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) 43 lb down and 111 lb up at 1-4-0 on top chord, and 26 lb down and 46 lb up at 1-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=-80, 2-3=-80, 3-4=-80, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=3(B) 3=28(B) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929155 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-OONLr2mY0ACBf6HGrh?XPD7agUEoghbzv4PTmTyAjDz Scale = 1:26.9 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x6 2-8-02-8-0 4-0-01-4-0 -1-2-8 1-2-8 2-8-0 2-8-0 4-0-0 1-4-0 2-0-154-8-1512.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.08 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: 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 4-0-0 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=88(LC 8) Max Uplift 5=-157(LC 8), 7=-1(LC 4) Max Grav 5=236(LC 31), 7=330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-297/9 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 7 except (jt=lb) 5=157. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 75 lb up at 2-8-0 on top chord, and 92 lb down and 96 lb up at 2-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-26(F) 3=-30(F) December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929156 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-saxj3OnAnUK2HGsSPPWmyRfjiuYiP6J68k80IvyAjDy Scale = 1:55.8 1 2 3 4 7 6 5 8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-7-1 9-7-1 0-0-49-7-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.24 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 9-6-13. (lb) - Max Horz 1=226(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-108(LC 12), 7=-114(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=443(LC 19), 7=325(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/278, 2-3=-299/196 WEBS 3-6=-355/245, 2-7=-264/182 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-5-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=108, 7=114. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929157 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KmV5GkooYnSvuQRfz62?VeCu4Itj8avGNNuZrLyAjDx Scale = 1:48.7 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-3-1 8-3-1 0-0-48-3-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.13 0.16 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: 33 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 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=8-2-13, 4=8-2-13, 5=8-2-13 Max Horz 1=200(LC 12) Max Uplift 4=-24(LC 12), 5=-140(LC 12) Max Grav 1=185(LC 21), 4=149(LC 19), 5=476(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/214 WEBS 2-5=-372/281 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-1-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=140. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929158 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-oz3UT4oQJ5amWa0rXpZE1sl4xiCxt2xPb1d7NnyAjDw Scale = 1:41.0 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 6-11-1 6-11-1 0-0-46-11-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.20 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud 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=6-10-13, 4=6-10-13, 5=6-10-13 Max Horz 1=174(LC 12) Max Uplift 1=-16(LC 10), 4=-41(LC 12), 5=-126(LC 12) Max Grav 1=147(LC 12), 4=162(LC 19), 5=400(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-319/198 WEBS 2-5=-320/270 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-9-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=126. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929159 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-oz3UT4oQJ5amWa0rXpZE1sl?HiCht2kPb1d7NnyAjDw Scale = 1:33.4 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-7-1 5-7-1 0-0-45-7-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.22 0.12 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-13, 4=5-6-13, 5=5-6-13 Max Horz 1=143(LC 12) Max Uplift 1=-93(LC 19), 4=-50(LC 12), 5=-131(LC 12) Max Grav 1=160(LC 12), 4=156(LC 19), 5=409(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/215 WEBS 2-5=-327/305 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-5-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 4 except (jt=lb) 5=131. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929160 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-G9dshQp24Pid8kb14X4Ta3H7J5XUcWrYqhNgvEyAjDv Scale = 1:24.3 1 2 32x4 2x4 2x4 4-3-1 4-3-1 0-0-44-3-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.71 0.31 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-13, 3=4-2-13 Max Horz 1=106(LC 12) Max Uplift 3=-60(LC 12) Max Grav 1=188(LC 1), 3=188(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929161 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-lLAEulqgriqTmtAEeEbi6HqOrVwfLy5i3L6DSgyAjDu Scale = 1:17.7 1 2 3 2x4 2x4 2x4 2-11-1 2-11-1 0-0-42-11-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.12 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-13, 3=2-10-13 Max Horz 1=68(LC 12) Max Uplift 3=-39(LC 12) Max Grav 1=121(LC 1), 3=121(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929162 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-DYkc65rJc0yKN1kQCy6xfUNd7vHQ4PLrH?sn_6yAjDt Scale = 1:10.9 1 2 3 2x4 2x4 2x4 1-7-1 1-7-1 0-0-41-7-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.05 0.02 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-6-13, 3=1-6-13 Max Horz 1=31(LC 12) Max Uplift 3=-18(LC 12) Max Grav 1=55(LC 1), 3=55(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929163 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-DYkc65rJc0yKN1kQCy6xfUNZevE64OrrH?sn_6yAjDt Scale = 1:27.0 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-7 8-0-7 0-0-44-8-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.23 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud 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=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=111(LC 12) Max Uplift 4=-6(LC 12), 5=-54(LC 12) Max Grav 1=133(LC 1), 4=155(LC 1), 5=447(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-354/165 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-10-11 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 5. 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929164 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-hkI_JRsxNK4B?BJcmfdACivdvJXjpsb?WfbKWZyAjDs Scale = 1:16.3 1 2 3 2x4 2x4 2x4 4-7-5 4-7-5 0-0-42-8-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.34 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-14, 3=4-6-14 Max Horz 1=64(LC 12) Max Uplift 3=-27(LC 12) Max Grav 1=196(LC 1), 3=196(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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-5-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929165 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-9wsNXnsZ7dC2dLupJN8PkvSsmjxiYI28lJLu2?yAjDr Scale = 1:22.4 1 2 3 4 5 9 8 7 63x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 12-10-712-10-7 3-6-8 3-6-8 10-11-7 7-4-15 12-10-7 1-11-0 0-0-43-4-113-6-81-7-83-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [4:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.49 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-9. REACTIONS.All bearings 12-10-3. (lb) - Max Horz 1=70(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=278(LC 1), 8=426(LC 26), 9=343(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-347/73, 2-9=-255/68 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-6-8, Exterior(2R) 3-6-8 to 6-6-8, Interior(1) 6-6-8 to 10-11-7, Exterior(2E) 10-11-7 to 12-8-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 6, 8, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929166 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-d6Qlk7tBuxKvEVT?t4geH7?2j6HrHlYI_z4RbRyAjDq Scale = 1:21.4 1 2 3 4 5 8 7 6 9 3x4 5x6 5x6 3x4 2x4 2x4 2x4 2x4 0-0-40-0-4 3-6-83-6-4 11-6-77-11-15 3-6-8 3-6-8 8-3-7 4-8-15 11-6-7 3-3-0 0-0-43-4-113-6-80-0-43-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.41 0.10 0.10 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-7. (lb) - Max Horz 1=57(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 6=361(LC 26), 7=341(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-267/54, 3-7=-296/70 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-6-8, Exterior(2R) 3-6-8 to 6-6-8, Interior(1) 6-6-8 to 8-3-7, Exterior(2E) 8-3-7 to 11-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 5, 6, 7, 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929167 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-5J_7xTupfFSmsf2BRoBtpKXEhWdJ0DLRCdq_7tyAjDp Scale = 1:21.3 1 2 3 4 6 5 7 2x4 5x6 5x6 2x4 2x4 2x4 0-0-40-0-4 9-1-159-1-11 3-6-8 3-6-8 5-7-7 2-0-15 9-1-15 3-6-8 0-0-43-4-113-6-80-0-43-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.33 0.09 0.06 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-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-1-7. (lb) - Max Horz 1=-57(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=273(LC 26), 6=273(LC 25) 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 B; Enclosed; Gable Roof; Hip Truss; 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=1.60 plate grip DOL=1.60 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) 1, 4, 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929168 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZVYV9pvRQYadUodN?Vi6MY4Q8wyRlgpaRHZYfKyAjDo Scale = 1:22.5 1 2 3 42x4 4x6 2x4 2x4 0-0-40-0-4 6-5-156-5-11 3-3-0 3-3-0 6-5-15 3-3-0 0-0-43-3-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.29 0.16 0.05 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-5-7, 3=6-5-7, 4=6-5-7 Max Horz 1=-52(LC 8) Max Uplift 1=-9(LC 13), 3=-9(LC 13) Max Grav 1=164(LC 1), 3=164(LC 1), 4=251(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 B; Enclosed; Gable Roof; Common Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003162 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 313 Jackson's Grant Job Reference (optional) I43929169 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Dec 9 11:06:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1h5tM9v3BsjU5yCaYCDLvldejKKQU7VkgxJ5BmyAjDn Scale = 1:12.4 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 3-9-153-9-11 1-11-0 1-11-0 3-9-15 1-11-0 0-0-41-11-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.11 0.05 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-7, 3=3-9-7, 4=3-9-7 Max Horz 1=28(LC 9) Max Uplift 1=-8(LC 13), 3=-8(LC 13) Max Grav 1=96(LC 1), 3=96(LC 1), 4=121(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 B; Enclosed; Gable Roof; Common Truss; 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=1.60 plate grip DOL=1.60 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. December 9,2020 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 87654321BOTTOM 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 SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.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