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HomeMy WebLinkAbout17JGB - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). April 3,2019 Garcia, Juan Pages or sheets covered by this seal: I36624704 thru I36624790 My license renewal date for the state of Indiana is July 31, 2020. B19901072 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 17 Bridgemont 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624704 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Ho_miul9IbA2Q1gaLxXwef1pNIdwqcY28_H7S_zUOtc Scale = 1:22.9 1 2 5 6 3 7 4 3x4 3x6 3-11-12 3-11-12 -2-2-13 2-2-13 3-11-12 3-11-12 1-5-93-11-107.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=299/0-3-8, 3=59/Mechanical, 4=32/Mechanical Max Horz 5=155(LC 5) Max Uplift 5=-141(LC 5), 3=-56(LC 5), 4=-25(LC 5) Max Grav 5=299(LC 1), 3=59(LC 1), 4=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-277/112 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 141 lb uplift at joint 5, 56 lb uplift at joint 3 and 25 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 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) 39 lb down and 99 lb up at 1-9-7 on top chord, and 4 lb down and 44 lb up at 0-1-12, and 4 lb down and 69 lb up at 1-9-7 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 5=21(B) 6=33(F) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624705 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Ho_miul9IbA2Q1gaLxXwef1opIe6qcY28_H7S_zUOtc Scale = 1:20.5 1 2 5 3 4 3x4 3x6 3-2-6 3-2-6 -2-2-13 2-2-13 3-2-6 3-2-6 1-5-93-5-120-7-72-10-53-5-127.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=427/0-3-8, 3=-2/Mechanical, 4=16/Mechanical Max Horz 5=139(LC 6) Max Uplift 5=-75(LC 6), 3=-30(LC 7), 4=-1(LC 6) Max Grav 5=427(LC 1), 3=16(LC 4), 4=51(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-384/137 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 75 lb uplift at joint 5, 30 lb uplift at joint 3 and 1 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 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) 60 lb down and 8 lb up at -2-2-13 on top 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-60(F) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624706 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-l?Y8wEmn3uJv2BFnue29Ata?aizCZ3uBNe0g_QzUOtb Scale = 1:22.6 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 3-8-14 3-8-14 -2-2-13 2-2-13 3-8-14 3-8-14 1-6-113-10-153-7-70-3-83-10-157.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 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 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 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=298/0-3-8, 4=75/0-1-8 Max Horz 5=150(LC 5) Max Uplift 5=-154(LC 5), 4=-80(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/99 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 154 lb uplift at joint 5 and 80 lb uplift at joint 4. 7) This truss is designed in accordance with the 2003 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) 72 lb down and 31 lb up at 1-1-14, and 39 lb down and 122 lb up at 1-5-3 on top chord, and 3 lb down and 14 lb up at 1-1-14, and 4 lb down and 94 lb up at 1-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=41(F) 7=4(B) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624707 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-DB6W7amPqCRmfLqzSLZOj468r6JKIW2KcImEWtzUOta Scale = 1:22.9 1 2 5 6 3 7 4 3x4 3x6 3-11-12 3-11-12 -2-2-13 2-2-13 3-11-12 3-11-12 1-5-93-11-100-7-73-4-33-11-117.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=297/0-3-8, 3=59/Mechanical, 4=32/Mechanical Max Horz 5=155(LC 5) Max Uplift 5=-146(LC 5), 3=-56(LC 5), 4=-24(LC 5) Max Grav 5=297(LC 1), 3=59(LC 1), 4=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-275/114 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 146 lb uplift at joint 5, 56 lb uplift at joint 3 and 24 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 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) 38 lb down and 105 lb up at 1-8-2 on top chord, and 4 lb down and 44 lb up at 0-1-12, and 4 lb down and 73 lb up at 1-8-2 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 5=21(F) 6=35(B) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624708 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-DB6W7amPqCRmfLqzSLZOj468v6JEIW2KcImEWtzUOta Scale = 1:22.0 1 2 5 6 3 7 4 3x4 3x6 3-8-6 3-8-6 -2-2-13 2-2-13 3-8-6 3-8-6 1-5-93-9-90-7-73-2-13-9-97.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=305/0-3-8, 3=48/Mechanical, 4=29/Mechanical Max Horz 5=149(LC 5) Max Uplift 5=-135(LC 5), 3=-50(LC 5), 4=-27(LC 5) Max Grav 5=305(LC 1), 3=48(LC 1), 4=65(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/117 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 135 lb uplift at joint 5, 50 lb uplift at joint 3 and 27 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 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) 38 lb down and 124 lb up at 1-4-12 on top chord, and 3 lb down and 86 lb up at 1-4-12 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=41(B) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624709 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-iNgvLwn2bWZdHVP9034dFIfJfWeV1zHUqyVn2JzUOtZ Scale = 1:22.0 1 2 5 6 3 7 4 3x4 3x6 3-8-6 3-8-6 -2-2-13 2-2-13 3-8-6 3-8-6 1-5-93-9-90-7-73-2-13-9-97.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=306/0-3-8, 3=47/Mechanical, 4=29/Mechanical Max Horz 5=149(LC 5) Max Uplift 5=-132(LC 5), 3=-51(LC 5), 4=-27(LC 5) Max Grav 5=306(LC 1), 3=47(LC 1), 4=65(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/117 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 132 lb uplift at joint 5, 51 lb uplift at joint 3 and 27 lb uplift at joint 4. 6) This truss is designed in accordance with the 2003 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) 38 lb down and 121 lb up at 1-5-3 on top chord, and 3 lb down and 84 lb up at 1-5-3 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=40(F) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624710 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-AZEHYGogMphUvf_LambsoVCWYwyqmO?d3cFKblzUOtY Scale = 1:66.5 1 2 3 4 5 6 11 10 9 8 7 2x4 5x6 2x4 4x6 8x8 3x6 3x6 3x6 3x6 3x6 2-3-4 2-3-4 4-4-3 2-1-0 6-3-15 1-11-12 8-1-13 1-9-14 -1-2-8 1-2-8 2-3-4 2-3-4 4-4-3 2-1-0 6-3-15 1-11-12 8-1-13 1-9-14 1-2-010-8-23-9-156-10-314.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.20 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.04 0.03 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 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.(lb/size)11=405/0-5-8, 7=307/Mechanical Max Horz 11=319(LC 6) Max Uplift 7=-177(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-353/286, 2-3=-632/409, 3-4=-779/505, 4-5=-524/295 BOT CHORD 10-11=-426/160, 9-10=-667/557, 8-9=-654/740, 7-8=-176/279 WEBS 2-10=-187/446, 4-8=-193/256, 5-8=-342/473, 5-7=-362/293 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 7. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624711 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-AZEHYGogMphUvf_LambsoVCYCw?XmQpd3cFKblzUOtY Scale = 1:30.2 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 6-1-0 6-1-0 -0-10-8 0-10-8 3-0-8 3-0-8 6-1-0 3-0-8 6-11-8 0-10-8 0-6-144-1-80-6-1414.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-0,0-3-11], [2:0-1-0,0-0-14], [4:Edge,0-1-14], [6:0-1-0,0-0-14], [6:0-2-0,0-3-11], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 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.All bearings 6-1-0. (lb) - Max Horz 2=95(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 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) 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624712 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-emnfmcpI77pLWoZY7U75LjkgAJJcVsanIG_u7CzUOtX Scale = 1:46.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 2x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 8-11-0 8-11-0 0-10-147-7-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 0.00 0.00 (loc) 1 1 10 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 53 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. REACTIONS.All bearings 8-11-0. (lb) - Max Horz 17=228(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=-146(LC 4), 16=-190(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 17=286(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 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) 10, 11, 12, 13, 14, 15 except (jt=lb) 17=146, 16=190. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624713 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-6yL1zxqwuRxC8y8khBeKtwHtwjgLEIcwXwkRfezUOtW Scale = 1:43.1 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 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-2-8 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 0-10-146-10-80-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (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: 84 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 15-11-0. (lb) - Max Horz 28=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624714 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-2LToOdrAQ2BvNGI7pcgoyLMBBXM2iCXD_DDYkWzUOtU Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 2x4 3x4 3x4 4x6 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-3-0 26-3-0 -1-2-8 1-2-8 13-1-8 13-1-8 26-3-0 13-1-8 27-5-8 1-2-8 1-0-010-10-21-0-09.00 12 Plate Offsets (X,Y)-- [39:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.12 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 25 25 26 25 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 183 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* 13-36,12-37,11-38,14-35,15-34: 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 13-36, 12-37, 11-38, 14-35, 15-34 REACTIONS.All bearings 26-3-0. (lb) - Max Horz 47=256(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except 47=-189(LC 4), 26=-126(LC 5), 46=-180(LC 5), 27=-140(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 37, 38, 40, 41, 42, 43, 44, 45, 46, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 47=251(LC 5), 36=254(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-18/252, 12-13=-20/266, 13-14=-20/266, 14-15=-18/252 WEBS 13-36=-256/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 37, 38, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 47=189, 26=126, 46=180, 27=140. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624715 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-WX1AbzsoBLJm?QsJMKB1VZvHbxbmRbFMDty5GzzUOtT Scale = 1:65.9 1 2 3 4 5 6 7 13 12 11 10 9 8 21 22 3x6 5x6 5x6 5x8 3x4 3x4 3x4 3x6 3x6 3x8 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 6-3-0 6-3-0 13-1-8 6-10-8 20-3-13 7-2-5 26-3-0 5-11-3 -1-2-8 1-2-8 6-3-0 6-3-0 13-1-8 6-10-8 20-3-13 7-2-5 26-3-0 5-11-3 1-0-05-3-110-10-25-3-11-7-29.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [7:0-2-8,0-3-0], [8:Edge,0-2-8], [9:0-2-8,0-2-0], [12:0-2-8,0-1-8], [20:0-1-3,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.47 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.21 0.08 0.03 (loc) 9-10 9-10 22 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-10: 2x4 SPF No.2, 2-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 6-10 REACTIONS.(lb/size)13=1122/0-3-8, 22=1016/0-3-8 Max Horz 13=244(LC 5) Max Uplift 13=-72(LC 6), 22=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1291/104, 3-5=-964/163, 5-6=-958/151, 6-7=-955/81, 2-13=-1062/132 BOT CHORD 10-12=-148/951, 9-10=-83/968 WEBS 3-10=-385/156, 5-10=-40/617, 6-10=-396/90, 6-9=-680/154, 7-9=-98/1196, 2-12=0/765, 7-22=-1020/91 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 22. 10) This truss is designed in accordance with the 2003 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. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624716 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-_jbYpJtRxfRddaRVw1iG2mSWLK0WA1dWRXifoPzUOtS Scale = 1:46.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-0 8-7-0 -1-2-8 1-2-8 4-3-8 4-3-8 8-7-0 4-3-8 9-9-8 1-2-8 2-2-117-2-122-2-1114.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.18 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 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 8-7-0. (lb) - Max Horz 16=-193(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-202(LC 4), 10=-198(LC 5), 15=-207(LC 5), 11=-204(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=302(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-20/269, 4-5=-28/320, 5-6=-28/320, 6-7=-20/269 WEBS 5-13=-417/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 14, 12 except (jt=lb) 16=202, 10=198, 15=207, 11=204. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624717 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-_jbYpJtRxfRddaRVw1iG2mSY5K1xA8bWRXifoPzUOtS Scale = 1:23.4 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 6-7-8 6-7-8 1-2-113-11-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 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 6-7-8. (lb) - Max Horz 13=125(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 9, 10, 11 except 12=-105(LC 5) Max Grav All reactions 250 lb or less at joint(s) 13, 8, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 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) 13, 8, 9, 10, 11 except (jt=lb) 12=105. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624718 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Tw9w0ft3izZUEj0iUkDVa__ljkNRvaGfgBRCLrzUOtR Scale: 1"=1' 1 2 3 4 5 2x4 3x6 3x4 2x4 -1-2-8 1-2-8 2-7-8 2-7-8 0-8-111-9-131-6-50-3-81-9-135.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=189/0-3-8, 5=81/0-1-8 Max Horz 2=49(LC 5) Max Uplift 2=-49(LC 6), 5=-8(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624719 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-x6jIE?uhTGhLstbu2Slk7BXsf8iZe1WpvrBmtIzUOtQ Scale: 3/4"=1' 1 2 5 3 43x4 3x6 0-11-6 0-11-6 -1-2-8 1-2-8 0-11-6 0-11-6 1-5-92-6-131-11-112-6-1314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 3=-34/Mechanical, 4=-4/Mechanical Max Horz 5=116(LC 6) Max Uplift 3=-34(LC 1), 4=-71(LC 6) Max Grav 5=183(LC 1), 3=16(LC 4), 4=11(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J02 Truss Type Jack-Open Qty 7 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624720 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-x6jIE?uhTGhLstbu2Slk7BXrF8hRe1WpvrBmtIzUOtQ Scale = 1:23.2 1 2 5 3 4 3x4 3x6 2-1-13 2-1-13 -1-2-8 1-2-8 2-1-13 2-1-13 1-5-93-11-103-4-83-11-1114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=187/0-3-8, 3=35/Mechanical, 4=14/Mechanical Max Horz 5=158(LC 6) Max Uplift 3=-67(LC 6), 4=-34(LC 6) Max Grav 5=187(LC 1), 3=35(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624721 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-PIGhRLvJEapCU1A4b9GzfP41JY2lNUmy8VwJPkzUOtP Scale = 1:16.4 1 2 5 3 43x4 3x6 1-0-1 1-0-1 -1-2-8 1-2-8 1-0-1 1-0-1 1-5-92-7-102-0-82-7-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=180/0-3-8, 3=-28/Mechanical, 4=-3/Mechanical Max Horz 5=118(LC 6) Max Uplift 3=-29(LC 7), 4=-66(LC 6) Max Grav 5=180(LC 1), 3=16(LC 4), 4=13(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624722 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-PIGhRLvJEapCU1A4b9GzfP41cY2uNUmy8VwJPkzUOtP Scale = 1:15.2 1 2 5 3 43x4 3x6 0-9-13 0-9-13 -1-2-8 1-2-8 0-9-13 0-9-13 1-5-92-4-151-9-132-4-1514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=191/0-3-8, 3=-50/Mechanical, 4=-7/Mechanical Max Horz 5=112(LC 6) Max Uplift 3=-50(LC 1), 4=-83(LC 6) Max Grav 5=191(LC 1), 3=16(LC 4), 4=8(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J05 Truss Type Jack-Open Qty 5 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624723 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-tVq3fhwx?ux35BlG9tnCCccBqyN16x05M9gsxAzUOtO Scale = 1:22.3 1 2 5 3 4 3x4 3x6 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 1-5-93-9-93-2-73-9-914.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=185/0-3-8, 3=31/Mechanical, 4=13/Mechanical Max Horz 5=154(LC 6) Max Uplift 3=-63(LC 6), 4=-36(LC 6) Max Grav 5=185(LC 1), 3=31(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624724 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-LhORs0xZmB3wjLKTjaIRlq9N8LjNrOGFbpPQUczUOtN Scale = 1:15.1 1 2 5 3 43x4 3x6 0-9-9 0-9-9 -1-2-8 1-2-8 0-9-9 0-9-9 1-5-92-4-111-9-92-4-1114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=193/0-3-8, 3=-53/Mechanical, 4=-8/Mechanical Max Horz 5=111(LC 6) Max Uplift 5=-1(LC 4), 3=-53(LC 1), 4=-85(LC 6) Max Grav 5=193(LC 1), 3=16(LC 4), 4=8(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J07 Truss Type Jack-Open Qty 6 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624725 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-LhORs0xZmB3wjLKTjaIRlq9MnLiWrOGFbpPQUczUOtN Scale = 1:21.0 1 2 5 3 4 3x4 3x6 1-9-6 1-9-6 -1-2-8 1-2-8 1-9-6 1-9-6 1-5-93-6-82-11-63-6-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 1-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=180/0-3-8, 3=22/Mechanical, 4=10/Mechanical Max Horz 5=146(LC 6) Max Uplift 3=-56(LC 6), 4=-39(LC 6) Max Grav 5=180(LC 1), 3=22(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624726 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ptyp3MxBXVCnLVvfHIpgH1iYal3LarVOqT9z03zUOtM Scale = 1:15.7 1 2 5 3 43x4 3x6 0-9-13 0-9-13 -1-2-8 1-2-8 0-9-13 0-9-13 1-6-112-6-10-7-21-10-152-6-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=191/0-3-8, 3=-51/Mechanical, 4=-7/Mechanical Max Horz 5=113(LC 6) Max Uplift 5=-1(LC 4), 3=-51(LC 1), 4=-93(LC 6) Max Grav 5=191(LC 1), 3=16(LC 4), 4=8(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624727 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:33:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ptyp3MxBXVCnLVvfHIpgH1iayl5parVOqT9z03zUOtM Scale = 1:15.0 1 2 5 3 42x4 3x4 1-10-4 1-10-4 -1-2-8 1-2-8 1-10-4 1-10-4 1-0-02-4-111-11-32-4-119.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=182/0-3-8, 3=26/Mechanical, 4=10/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-22(LC 6), 3=-26(LC 6), 4=-6(LC 6) Max Grav 5=182(LC 1), 3=26(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624728 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-H4WBHiyqIpKeyeUrq?KvqFEkZ9RNJIlY27uXYVzUOtL Scale = 1:11.5 1 2 5 4 3 2x4 3x4 -1-2-8 1-2-8 1-0-10 1-0-10 0-10-141-8-61-2-141-8-69.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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 1-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/1-0-10, 3=-25/Mechanical Max Horz 5=75(LC 6) Max Uplift 5=-41(LC 6), 3=-25(LC 1) Max Grav 5=178(LC 1), 3=15(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624729 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-mG4aU2zS36SVao32Ojs8MSnvJZnc2l?hHne44xzUOtK Scale = 1:11.5 1 2 5 4 3 2x4 3x4 1-0-10 1-0-10 -1-2-8 1-2-8 1-0-10 1-0-10 0-10-141-8-61-2-141-8-69.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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 1-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/1-0-10, 3=-25/Mechanical Max Horz 5=75(LC 6) Max Uplift 5=-41(LC 6), 3=-25(LC 1) Max Grav 5=178(LC 1), 3=15(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M01 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624730 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-mG4aU2zS36SVao32Ojs8MSnvwZk62jThHne44xzUOtK Scale = 1:66.5 1 2 3 4 5 6 11 10 9 8 7 2x4 5x6 2x4 4x6 8x8 3x6 3x6 3x6 3x6 3x6 2-3-4 2-3-4 4-4-3 2-1-0 6-3-15 1-11-12 8-1-13 1-9-14 -1-2-8 1-2-8 2-3-4 2-3-4 4-4-3 2-1-0 6-3-15 1-11-12 8-1-13 1-9-14 1-2-010-8-23-9-156-10-314.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.20 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.04 0.03 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 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.(lb/size)11=405/0-5-8, 7=307/Mechanical Max Horz 11=370(LC 6) Max Uplift 7=-233(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-353/288, 2-3=-632/420, 3-4=-779/532, 4-5=-524/318 BOT CHORD 10-11=-571/68, 9-10=-828/557, 8-9=-824/740, 7-8=-282/279 WEBS 2-10=-198/446, 4-8=-193/257, 5-8=-450/473, 5-7=-362/366 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=233. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624731 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ESeyiO_4qQaMCydEyQNNvgK1Wz1Jn90rWRNddOzUOtJ Scale = 1:43.4 1 2 3 4 5 6 3x4 5x12 4x6 2x4 6x6 8-11-0 8-11-0 -1-2-8 1-2-8 5-0-0 5-0-0 8-11-0 3-11-0 0-10-147-7-27-3-100-3-87-7-29.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.39 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.41 0.05 0.05 (loc) 6-9 6-9 2 6-9 l/defl >653 >258 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-6: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=428/0-3-8, 6=346/0-1-8 Max Horz 2=217(LC 5) Max Uplift 2=-26(LC 6), 6=-72(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-720/70 WEBS 4-6=-259/126 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M03 Truss Type Monopitch Qty 7 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624732 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ieCKvk_ibkiCp6CQW7ucRtsETMQ7WeI_l57B9qzUOtI Scale = 1:38.2 1 2 3 5 4 2x4 2x4 3x6 3x4 4-8-0 4-8-0 -1-2-8 1-2-8 4-8-0 4-8-0 1-6-117-0-06-8-80-3-87-0-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.23 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >956 n/a **** L/d 360 240 n/a 240 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=269/0-3-8, 4=162/0-1-8 Max Horz 5=247(LC 6) Max Uplift 4=-161(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-299/13 WEBS 2-4=-13/313 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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=161. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624733 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ieCKvk_ibkiCp6CQW7ucRtsFWMS1WfV_l57B9qzUOtI Scale = 1:23.0 1 2 3 5 4 2x4 3x4 3x4 2x4 -1-2-8 1-2-8 4-0-0 4-0-0 1-0-04-0-03-8-80-3-84-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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.(lb/size)5=244/0-3-8, 4=133/0-1-8 Max Horz 5=142(LC 6) Max Uplift 5=-8(LC 6), 4=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M05 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624734 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Arli74?KM1q3RGnd3rPr_5PQZmpRF5_7zlskhGzUOtH Scale = 1:34.7 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 2-0-0 2-0-0 3-10-46-2-45-10-120-3-86-2-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/0-3-8, 4=50/0-1-8 Max Horz 5=170(LC 6) Max Uplift 5=-30(LC 4), 4=-317(LC 6) Max Grav 5=273(LC 6), 4=79(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-368/41 WEBS 2-4=-52/459 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 5 except (jt=lb) 4=317. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624735 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Arli74?KM1q3RGnd3rPr_5PSCmpOF667zlskhGzUOtH Scale = 1:21.7 1 2 3 5 4 2x4 2x4 3x4 3x4 -0-10-8 0-10-8 2-0-0 2-0-0 3-0-33-8-33-4-110-3-83-8-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/0-3-8, 4=50/0-1-8 Max Horz 5=75(LC 6) Max Uplift 5=-22(LC 4), 4=-85(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M07 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624736 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-e1J4KQ0y7Lyw3QMpdYw4XIxTOA5V_XIHCPcHDjzUOtG Scale = 1:23.6 1 2 3 5 4 3x4 3x4 5x6 6x6 -1-2-8 1-2-8 6-7-8 6-7-8 1-2-113-11-133-8-50-3-83-11-135.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.23 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 -0.00 0.08 (loc) 4-5 4-5 4 4-5 l/defl >999 >532 n/a >920 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=343/0-8-0, 4=245/0-1-8 Max Horz 5=121(LC 6) Max Uplift 5=-88(LC 6), 4=-104(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/116 BOT CHORD 4-5=-311/199 WEBS 2-4=-173/288 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss M08 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624737 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-6DtTXl1auf4ngZx?BGRJ3WUohaTFj0EQR3Lrm9zUOtF Scale: 1"=1' 1 2 3 4 5 2x4 3x6 3x4 2x4 -1-2-8 1-2-8 2-7-8 2-7-8 0-8-111-9-131-6-50-3-81-9-135.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=189/0-3-8, 5=81/0-1-8 Max Horz 2=49(LC 5) Max Uplift 2=-49(LC 6), 5=-8(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624738 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-6DtTXl1auf4ngZx?BGRJ3WUfZaHujzwQR3Lrm9zUOtF Scale = 1:20.8 1 2 3 4 5 6 7 8 4x10 3x8 4x10 3x4 6-7-8 6-7-8 6-7-8 6-7-8 0-8-113-5-130-9-23-5-135.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [1:0-0-10,0-7-1], [1:0-0-5,0-0-12], [2:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.86 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 -0.01 0.08 (loc) 1-3 1-3 5 1-3 l/defl >999 >443 n/a >878 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 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 8-11-2 oc bracing. REACTIONS.(lb/size)1=766/0-8-0, 5=585/0-3-8 Max Horz 1=90(LC 5) Max Uplift 1=-228(LC 5), 5=-199(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/37, 3-4=-148/480, 2-4=-148/480 WEBS 2-5=-591/202 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; porch 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=228, 5=199. 6) This truss is designed in accordance with the 2003 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) 301 lb down and 106 lb up at 0-10-12, and 300 lb down and 103 lb up at 2-10-12, and 282 lb down and 80 lb up at 4-10-12 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=-60, 1-3=-20 Concentrated Loads (lb) Vert: 6=-301(F) 7=-300(F) 8=-282(F) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624739 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-aQRrl52DeyCeIjWBlzyYcj1zr_pXSTwafj5OIbzUOtE Scale = 1:18.2 1 2 3 4 5 6 8 7 4x6 4x6 3x4 3x4 2x4 2x4 10-7-0 10-7-0 10-7-0 10-7-0 0-4-102-5-92-7-140-1-80-4-100-1-82-5-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-11. (lb) - Max Horz 2=-53(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=254(LC 10), 7=254(LC 11) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss PB02 Truss Type Piggyback Qty 8 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624740 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-2c?DyR2rPGKVwt5OIhUn8xZ6sN7cBvjjuNqyq1zUOtD Scale = 1:24.8 1 2 3 4 5 6 4x6 3x4 3x4 2x4 10-7-0 10-7-0 5-3-8 5-3-8 10-7-0 5-3-8 0-4-103-10-20-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=220/9-2-11, 4=220/9-2-11, 6=346/9-2-11 Max Horz 2=-83(LC 4) Max Uplift 2=-34(LC 6), 4=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624741 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-XoZbAn3TAaSMX1gasO?0h86JcnWVwNWt71aVMUzUOtC Scale = 1:18.2 1 2 3 4 5 6 7 10 9 8 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 10-7-0 10-7-0 10-7-0 10-7-0 0-4-101-9-152-0-40-1-80-4-100-1-81-9-159.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-11. (lb) - Max Horz 2=38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T01 Truss Type ROOF SPECIAL Qty 8 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624742 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-XoZbAn3TAaSMX1gasO?0h86DtnQJwFGt71aVMUzUOtC Scale = 1:53.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 4x8 3x4 2x4 4x8 3x4 3x12 2x4 3x4 2x4 4x8 3x4 3x12 3x6 3-0-0 3-0-0 11-4-2 8-4-2 19-8-4 8-4-2 29-11-0 10-2-12 -1-2-8 1-2-8 3-0-0 3-0-0 8-11-12 5-11-12 14-11-8 5-11-12 22-0-12 7-1-4 29-11-0 7-10-4 31-1-8 1-2-8 2-4-37-4-00-4-32-0-04.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [9:0-0-8,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.43 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.50 0.13 0.27 (loc) 9-11 9-11 11 9-11 l/defl >640 >244 n/a >455 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 3-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16: 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. WEBS 1 Row at midpt 3-13, 6-11 REACTIONS.(lb/size)16=762/0-3-8, 11=1482/0-5-8, 9=289/0-3-8 Max Horz 16=90(LC 6) Max Uplift 16=-82(LC 4), 11=-152(LC 6), 9=-157(LC 5) Max Grav 16=762(LC 1), 11=1482(LC 1), 9=354(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1501/193, 3-5=-1030/143, 5-6=-755/99, 6-8=-52/635, 8-9=-64/354, 2-16=-741/150 BOT CHORD 13-14=-212/1589, 11-13=0/266, 9-11=-304/46 WEBS 3-13=-662/143, 5-13=-434/177, 6-13=-17/698, 6-11=-1191/160, 8-11=-553/244, 2-14=-184/1337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 11=152, 9=157. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T02 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624743 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-??7zN745xtaD9BFmQ5WFEMfPcBhAfpb0MhJ2vwzUOtB Scale = 1:39.0 1 2 3 4 5 6 7 8 11 10 92021 22 4x10 4x8 5x12 4x6 3x4 2x4 3x4 5x12 4x6 7-2-6 7-2-6 13-5-2 6-2-12 20-7-8 7-2-6 -1-2-8 1-2-8 7-2-6 7-2-6 13-5-2 6-2-12 20-7-8 7-2-6 21-10-0 1-2-8 0-10-146-1-66-3-110-10-146-1-69.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [4:0-5-0,0-0-10], [5:0-4-0,0-1-6], [7:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.44 0.71 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.04 0.06 (loc) 9-18 9-18 7 11-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except 2-0-0 oc purlins (5-9-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)2=1062/0-3-8, 7=1043/0-3-8 Max Horz 2=126(LC 5) Max Uplift 2=-61(LC 6), 7=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1197/111, 4-5=-839/141, 5-7=-1167/111 BOT CHORD 2-11=-43/867, 9-11=-44/862, 7-9=0/844 WEBS 4-11=0/308, 5-9=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T03 Truss Type Common Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624744 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-TBgMbT5jiBi4nLpz_p1UmZBcXb0CODo9aL3cRMzUOtA Scale = 1:52.8 1 2 3 4 5 6 7 8 10 9 6x10 4x6 6x10 4x6 3x4 4x6 2x4 3x8 2x4 10-3-12 10-3-12 20-7-8 10-3-12 -1-2-8 1-2-8 5-3-2 5-3-2 10-3-12 5-0-10 15-4-6 5-0-10 20-7-8 5-3-2 0-10-148-7-110-10-149.00 12 Plate Offsets (X,Y)-- [8:Edge,0-5-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.30 0.73 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.37 0.02 0.03 (loc) 9-13 9-13 8 9-13 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=823/0-3-8, 2=900/0-3-8 Max Horz 2=194(LC 5) Max Uplift 8=-31(LC 7), 2=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-973/123, 4-5=-768/131, 5-6=-769/132, 6-8=-976/124 BOT CHORD 2-9=-63/718, 8-9=-23/724 WEBS 5-9=-52/558, 6-9=-264/156, 4-9=-257/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 8, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624745 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-xNEkop5LTVqxPUO9XWYjJnkdf?Lz7WRJp?o9zpzUOt9 Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1122232425 5x6 5x6 5x6 5x6 2x4 8x10 4x6 3x6 6x8 2x4 3x4 3x4 4x8 5x6 5x6 3x8 10-3-12 10-3-12 17-3-12 7-0-0 24-10-15 7-7-3 28-8-0 3-9-1 32-7-0 3-11-0 -1-2-8 1-2-8 5-3-2 5-3-2 10-3-12 5-0-10 13-7-7 3-3-11 21-0-2 7-4-11 24-10-15 3-10-13 28-8-0 3-9-1 32-7-0 3-11-0 0-10-145-11-103-1-138-7-113-1-135-11-109.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.92 0.82 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.08 0.10 (loc) 15-17 13-15 11 15-17 l/defl >999 >946 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.(lb/size)11=1395/0-5-8, 2=1456/0-3-8 Max Horz 2=230(LC 5) Max Uplift 11=-88(LC 7), 2=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1806/188, 4-5=-1617/199, 5-6=-1607/215, 6-7=-2037/211, 7-8=-1496/183, 8-9=-1917/188, 9-10=-1605/159, 10-11=-1341/131 BOT CHORD 2-17=-134/1355, 15-17=-106/2002, 13-15=-131/1908, 12-13=-93/1649 WEBS 5-17=-164/1617, 6-17=-1545/220, 7-15=0/277, 7-13=-740/136, 8-13=-58/940, 9-12=-1209/131, 10-12=-154/2004 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 11, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T05 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624746 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Pao6?96zEoyo0ezL5E3yr_HtQOkbs0TS2eYjWFzUOt8 Scale = 1:56.6 1 2 3 4 5 6 7 8 9 14 13 12 11 102122 4x10 4x10 5x8 8x10 4x6 3x6 3x4 2x4 3x8 2x4 12x12 3x6 3x6 10-1-6 10-1-6 15-11-8 5-10-2 21-9-10 5-10-2 26-9-8 4-11-14 32-7-0 5-9-8 -1-2-8 1-2-8 5-1-15 5-1-15 10-1-6 4-11-7 15-11-8 5-10-2 21-9-10 5-10-2 26-9-8 4-11-14 31-9-6 4-11-14 32-7-0 0-9-10 0-10-148-3-108-5-150-9-48-3-109.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-0-10], [7:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.59 0.60 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.31 0.06 0.04 (loc) 12-14 14-19 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x10 SP No.1, 11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except 2-0-0 oc purlins (4-5-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=1418/0-5-8, 2=1495/0-3-8 Max Horz 2=189(LC 5) Max Uplift 9=-33(LC 7), 2=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1866/191, 4-5=-1670/202, 5-6=-1530/229, 6-7=-1530/229, 7-8=-1750/215, 8-9=-2052/177 BOT CHORD 2-14=-142/1398, 12-14=-88/1293, 11-12=0/1326, 10-11=-63/1576, 9-10=-61/1575 WEBS 5-14=0/356, 5-12=-147/480, 6-12=-424/168, 7-12=-141/433, 7-11=-14/422, 8-11=-326/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 9, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T06 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624747 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-tmMUDV7c?64feoYYfxaBOCpzNo3MbZ2cHIHG2hzUOt7 Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 132627 28 3x6 4x10 4x8 3x6 8x10 4x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 8x10 4x6 6-6-0 6-6-0 13-2-12 6-8-12 18-8-4 5-5-8 25-5-0 6-8-12 31-11-0 6-6-0 -1-2-8 1-2-8 6-6-0 6-6-0 13-2-12 6-8-12 18-8-4 5-5-8 25-5-0 6-8-12 31-11-0 6-6-0 33-1-8 1-2-8 0-10-1410-7-1010-9-150-10-1410-7-109.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-0-10], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.90 0.70 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.24 0.10 0.04 (loc) 14-16 16-17 11 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,6-14,7-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except 2-0-0 oc purlins (5-4-3 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-14, 9-14 REACTIONS.(lb/size)2=1512/0-3-8, 11=1503/0-3-8 Max Horz 2=232(LC 5) Max Uplift 2=-81(LC 6), 11=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1874/158, 4-6=-1512/216, 6-7=-1098/221, 7-9=-1496/216, 9-11=-1860/158 BOT CHORD 2-17=-63/1409, 16-17=-63/1409, 14-16=-6/1110, 13-14=0/1398, 11-13=0/1398 WEBS 4-16=-395/162, 6-16=-27/494, 7-14=-14/453, 9-14=-398/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T07 Truss Type COMMON Qty 3 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624748 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-LywsQq8EmQDVGy7kDf6QxPM8tCOBKyTlVy1pa7zUOt6 Scale = 1:78.5 1 2 3 4 5 6 7 8 9 10 11 14 13 1223242526 27 28 3x4 4x8 3x4 10x10 4x6 3x16 MT18HS 4x6 2x4 4x6 2x4 10x10 4x6 10-8-8 10-8-8 21-2-8 10-6-0 31-11-0 10-8-8 -1-2-8 1-2-8 8-1-0 8-1-0 15-11-8 7-10-8 23-10-0 7-10-8 31-11-0 8-1-0 33-1-8 1-2-8 0-10-1412-10-80-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.92 0.72 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.71 0.08 0.07 (loc) 12-14 12-14 10 14-17 l/defl >886 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 133 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 6-14 REACTIONS.(lb/size)2=1687/0-3-8, 10=1687/0-3-8 Max Horz 2=281(LC 5) Max Uplift 2=-87(LC 6), 10=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2079/167, 4-6=-1921/284, 6-8=-1921/284, 8-10=-2079/167 BOT CHORD 2-14=-72/1562, 12-14=0/1065, 10-12=0/1562 WEBS 6-12=-131/935, 8-12=-408/259, 6-14=-131/935, 4-14=-408/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T08 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624749 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-p9UEeA8sXjLMt6iwmMdfTdvIZcl53U2ukcmN6azUOt5 Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 1112 17 16 15 14 132627 28 3x4 4x10 4x8 3x4 8x10 4x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 8x10 4x6 6-6-5 6-6-5 12-10-2 6-3-13 19-0-14 6-2-12 25-4-11 6-3-13 31-11-0 6-6-5 -1-2-8 1-2-8 6-6-5 6-6-5 12-10-2 6-3-13 19-0-14 6-2-12 25-4-11 6-3-13 31-11-0 6-6-5 33-1-8 1-2-8 0-10-1410-4-310-6-80-10-1410-4-39.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-0-10], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.92 0.68 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.26 0.10 0.04 (loc) 14-16 14-16 11 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except 2-0-0 oc purlins (4-11-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-14, 9-14 REACTIONS.(lb/size)2=1523/0-3-8, 11=1510/0-3-8 Max Horz 2=225(LC 5) Max Uplift 2=-79(LC 6), 11=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1883/160, 4-6=-1541/217, 6-7=-1129/218, 7-9=-1521/217, 9-11=-1866/160 BOT CHORD 2-17=-69/1413, 16-17=-69/1413, 14-16=-16/1145, 13-14=0/1399, 11-13=0/1399 WEBS 4-16=-366/158, 6-16=-24/504, 7-14=-8/457, 9-14=-370/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T09 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624750 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-IL2drW9UI1TDVGH6K48u0qRUZ00ioqd2zGWwf0zUOt4 Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 1112 18 17 16 15 14 13 4x10 8x8 8x10 4x6 2x4 2x4 3x4 2x4 8x10 4x6 3x12 2x4 8x10 10x10 6x8 2x4 9-8-13 9-8-13 14-8-0 4-11-3 20-4-0 5-8-0 22-2-3 1-10-3 31-11-0 9-8-13 -1-2-8 1-2-8 4-11-10 4-11-10 9-8-13 4-9-2 14-8-0 4-11-3 20-4-0 5-8-0 22-2-3 1-10-3 26-11-6 4-9-2 31-11-0 4-11-10 33-1-8 1-2-8 0-10-148-0-38-2-80-10-142-0-08-0-39.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-0-10], [8:0-4-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.84 0.98 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.41 0.25 0.10 (loc) 15-16 15-16 11 15-16 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-17,7-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except 2-0-0 oc purlins (4-0-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-13 REACTIONS.(lb/size)2=1349/0-3-8, 11=1349/0-3-8 Max Horz 2=-171(LC 4) Max Uplift 2=-67(LC 6), 11=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1647/187, 4-5=-1473/197, 5-6=-1787/216, 6-7=-1791/214, 7-8=-1726/200, 8-9=-1475/196, 9-11=-1649/186 BOT CHORD 2-18=-139/1232, 6-16=-376/148, 15-16=-51/1738, 7-15=-421/202, 11-13=-32/1234 WEBS 5-18=-252/88, 16-18=-84/1208, 5-16=-76/1026, 13-15=0/1783, 8-15=-192/1928, 8-13=-1162/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T10 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624751 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-mXc?3sA63Lb47PsJunf7Y2_iiPPoXIIBBwFTBSzUOt3 Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 122526272829 30 4x8 3x8 8x10 4x6 3x6 4x6 3x4 3x4 3x4 4x6 8x10 4x6 4x8 3x6 6-7-8 6-7-8 15-11-8 9-4-0 25-3-8 9-4-0 31-11-0 6-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 12-10-3 6-2-11 19-0-13 6-2-11 25-3-8 6-2-11 31-11-0 6-7-8 33-1-8 1-2-8 0-10-145-8-35-10-80-10-145-8-39.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [8:0-4-0,0-1-6], [12:0-2-8,0-2-0], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.69 0.73 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.55 0.14 0.11 (loc) 12-14 12-14 10 12-14 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except 2-0-0 oc purlins (3-7-3 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-12 REACTIONS.(lb/size)2=1542/0-3-8, 10=1542/0-3-8 Max Horz 2=116(LC 5) Max Uplift 2=-70(LC 5), 10=-70(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1957/169, 4-5=-1457/181, 5-6=-2261/218, 6-8=-1456/181, 8-10=-1957/169 BOT CHORD 2-16=-146/1471, 14-16=-232/2153, 12-14=-202/2157, 10-12=-41/1472 WEBS 4-16=-18/827, 5-16=-972/211, 6-12=-975/212, 8-12=-18/828 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624752 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-mXc?3sA63Lb47PsJunf7Y2_hIPQPXEgBBwFTBSzUOt3 Scale = 1:46.0 1 2 3 4 5 6 7 11 10 9 8 16 5x8 5x12 2x4 3x6 4x8 4x6 5x6 4x6 6x16 5x12 6-11-9 6-11-9 7-2-6 0-2-13 7-5-2 0-2-13 13-9-3 6-4-0 15-1-3 1-4-0 18-11-8 3-10-5 -1-2-8 1-2-8 6-11-9 6-11-9 7-2-6 0-2-13 7-5-2 0-2-13 13-11-9 6-6-7 15-1-3 1-1-10 18-11-8 3-10-5 0-10-145-11-41-0-76-11-42-0-71-0-09.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [9:0-3-0,0-2-2], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.71 0.69 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.55 0.16 0.15 (loc) 10 10-11 8 10 l/defl >999 >410 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)8=784/Mechanical, 2=900/0-3-8 Max Horz 2=134(LC 5) Max Uplift 8=-44(LC 7), 2=-62(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-986/93, 4-5=-951/90, 5-6=-3569/270 BOT CHORD 2-11=0/716, 10-11=-248/3510, 9-10=-113/1612, 8-9=-101/1380 WEBS 5-11=-2811/264, 6-10=-197/2523, 6-9=-854/85, 6-8=-1500/110, 4-11=0/581 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624753 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-Ej9NGCBkqejxkZRVSUAM5FXyDpkNGi5LQa?1jvzUOt2 Scale = 1:45.7 1 2 3 4 5 6 7 12 11 10 9 8 17 5x6 5x12 2x4 3x4 4x10 4x6 6x6 5x6 3x6 2x4 5x8 7-2-6 7-2-6 12-2-9 5-0-3 13-9-3 1-6-10 15-1-3 1-4-0 18-11-8 3-10-5 -1-2-8 1-2-8 7-2-6 7-2-6 12-2-9 5-0-3 15-1-3 2-10-10 18-11-8 3-10-5 0-10-146-3-102-4-37-3-103-4-31-0-09.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [9:0-3-0,0-2-2], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.38 0.77 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.07 0.07 (loc) 12-15 12-15 8 12-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=785/Mechanical, 2=906/0-3-8 Max Horz 2=136(LC 5) Max Uplift 8=-46(LC 7), 2=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-954/99, 4-5=-894/106, 5-6=-1415/109 BOT CHORD 2-12=-18/670, 11-12=-116/1661, 10-11=-120/1660, 9-10=-87/958, 8-9=-65/789 WEBS 4-12=0/656, 5-12=-1081/106, 5-10=-408/17, 6-10=-82/1123, 6-9=-502/85, 6-8=-1017/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624754 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-iwjlTYCMayroMj?h?ChbeT35vD8s?7RUfEkaFLzUOt1 Scale = 1:45.7 1 2 3 4 5 6 7 11 10 9 8 16 5x6 6x6 2x4 4x10 4x6 12x12 6x8 3x6 4x8 7-2-6 7-2-6 13-9-3 6-6-13 15-1-3 1-4-0 18-11-8 3-10-5 -1-2-8 1-2-8 7-2-6 7-2-6 13-9-3 6-6-13 14-9-11 1-0-8 18-11-8 4-1-13 0-10-146-3-100-4-137-3-101-4-131-0-09.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [6:0-3-0,Edge], [9:0-5-0,0-2-0], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.56 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.48 0.11 0.13 (loc) 10 10-11 8 10 l/defl >999 >467 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 8-9: 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)8=785/Mechanical, 2=906/0-3-8 Max Horz 2=141(LC 5) Max Uplift 8=-43(LC 7), 2=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-963/100, 4-5=-911/100, 5-6=-3833/279, 6-7=-2054/133, 7-8=-726/77 BOT CHORD 2-11=0/678, 10-11=-227/2750, 9-10=-220/3399 WEBS 4-11=0/601, 5-11=-2108/275, 5-10=-62/2046, 6-9=-2652/193, 7-9=-130/2036 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T14 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624755 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-A6H7huC?LGzf_tauZvCqAgcH8dNOkbIeuuU8onzUOt0 Scale = 1:61.2 1 2 3 4 5 6 7 11 10 9 8 16 4x6 5x6 2x4 4x10 4x6 6x6 4x6 5x8 3x8 4x6 7-2-6 7-2-6 13-9-3 6-6-13 16-3-1 2-5-15 18-11-8 2-8-7 -1-2-8 1-2-8 7-2-6 7-2-6 13-9-3 6-6-13 16-3-1 2-5-15 18-11-8 2-8-7 0-10-146-3-109-11-121-1-143-8-29.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [7:0-2-8,Edge], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.42 0.99 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.49 0.42 0.11 (loc) 10 10-11 8 10 l/defl >999 >458 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)8=787/0-3-8, 2=908/0-3-8 Max Horz 2=-203(LC 4) Max Uplift 8=-52(LC 7), 2=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-961/80, 4-5=-958/84, 5-6=-3581/88, 6-7=-2231/90, 7-8=-788/68 BOT CHORD 2-11=0/676, 10-11=0/2708, 9-10=-10/2005 WEBS 4-11=0/628, 5-11=-2062/173, 5-10=0/1672, 6-10=0/1324, 6-9=-487/26, 7-9=-18/1774 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 8 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) 8, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T15 Truss Type Common Qty 2 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624756 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-eIrWuEDd6Z5Wb1947dk3ju9X01xwTFXn6YDhKDzUOt? Scale = 1:30.2 1 2 3 4 5 6 4x6 3x8 3x8 2x4 3-0-8 3-0-8 6-1-0 3-0-8 -0-10-8 0-10-8 3-0-8 3-0-8 6-1-0 3-0-8 6-11-8 0-10-8 0-6-144-1-80-6-1414.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-0,0-3-11], [2:0-1-0,0-0-14], [3:Edge,0-1-14], [4:0-1-0,0-0-14], [4:0-2-0,0-3-11], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 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.(lb/size)2=293/0-3-8, 4=293/0-3-8 Max Horz 2=95(LC 5) Max Uplift 2=-37(LC 6), 4=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 2, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T16 Truss Type Common Qty 2 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624757 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-eIrWuEDd6Z5Wb1947dk3ju9Qf1j3TDkn6YDhKDzUOt? Scale = 1:42.5 1 2 3 4 5 6 716 17 4x10 4x6 4x10 4x6 2x4 4x6 7-11-8 7-11-8 15-11-0 7-11-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 0-10-146-10-80-10-149.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-6-8,Edge], [5:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.56 0.96 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.27 0.07 0.13 (loc) 7-10 7-10 1 7-10 l/defl >999 >715 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=779/0-3-8, 5=857/0-3-8 Max Horz 1=-153(LC 4) Max Uplift 1=-23(LC 6), 5=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-868/98, 3-5=-870/136 BOT CHORD 1-7=0/595, 5-7=0/595 WEBS 3-7=0/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624758 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-6VPu6aEFttDNDBkGhKFIF5hbQQ32CgzwLCzEsgzUOt_ Scale = 1:42.5 1 2 3 4 5 615 16 4x10 4x6 4x10 4x6 2x4 4x6 7-11-8 7-11-8 15-11-0 7-11-8 7-11-8 7-11-8 15-11-0 7-11-8 0-10-146-10-80-10-149.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.56 0.98 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.26 0.07 0.13 (loc) 6-13 6-13 1 6-9 l/defl >999 >724 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=782/0-3-8, 5=782/0-3-8 Max Horz 1=139(LC 5) Max Uplift 1=-23(LC 6), 5=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-874/100, 3-5=-874/100 BOT CHORD 1-6=0/599, 5-6=0/599 WEBS 3-6=0/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T18 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624759 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ahzGJvFteBLErKJTE2mXoJEj?qVPx1u4asioN6zUOsz Scale = 1:72.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 5x6 6x6 6x8 3x4 3x6 3x4 2x4 6x16 5x6 3x6 3x8 3x4 3x8 3x4 3x4 4x6 5-11-0 5-11-0 12-1-13 6-2-13 19-0-7 6-10-9 25-11-0 6-10-9 26-3-0 0-4-0 27-9-3 1-6-3 38-1-8 10-4-5 -1-2-8 1-2-8 5-11-0 5-11-0 12-1-13 6-2-13 19-0-7 6-10-9 25-11-0 6-10-9 27-9-3 1-10-3 32-10-2 5-0-14 38-1-8 5-3-6 1-0-09-11-110-1-60-9-01-7-29-11-19.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-0], [9:0-1-12,0-1-5], [9:Edge,0-2-4], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.52 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.50 0.02 0.02 (loc) 10-11 10-11 10 15-17 l/defl >737 >291 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-12: 2x4 SPF No.2, 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12,10-11. 1 Row at midpt 6-12 WEBS 1 Row at midpt 5-12, 7-12 REACTIONS.(lb/size)18=1084/0-3-8, 12=1876/0-3-8, 10=316/0-5-8 Max Horz 18=243(LC 5) Max Uplift 18=-67(LC 6), 12=-97(LC 5), 10=-18(LC 7) Max Grav 18=1092(LC 10), 12=1876(LC 1), 10=354(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1242/104, 3-4=-963/159, 4-5=-680/172, 8-9=-396/42, 2-18=-1030/131, 9-10=-303/53 BOT CHORD 15-17=-148/916, 14-15=-81/502, 6-12=-314/133 WEBS 3-15=-308/147, 5-15=-62/307, 12-14=-100/498, 5-12=-1133/136, 7-12=-631/0, 7-11=0/523, 8-11=-302/171, 2-17=0/743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 18, 12, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T19 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624760 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-X440kbG7Aoby4eTrMTo?tkJ5he91PvAN1ACvS?zUOsx Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 3x6 5x6 5x8 3x6 3x4 3x6 2x4 2x4 8x8 3x6 3x6 3x8 3x4 5x8 5x12 3x6 3x4 6x6 7-8-13 7-8-13 15-3-3 7-6-5 24-7-14 9-4-11 25-11-0 1-3-2 26-3-0 0-4-0 32-0-0 5-9-0 38-1-8 6-1-8 -1-2-8 1-2-8 7-8-13 7-8-13 15-3-3 7-6-5 19-11-8 4-8-6 24-7-14 4-8-6 25-11-0 1-3-2 32-0-0 6-1-0 38-1-8 6-1-8 1-0-012-3-112-5-60-9-01-7-212-3-19.00 12 Plate Offsets (X,Y)-- [7:0-1-4,0-2-8], [12:0-1-12,0-0-0], [12:Edge,0-6-4], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.64 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.50 -0.02 0.02 (loc) 16-17 16-17 14 19 l/defl >999 >619 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-16,7-16,7-14,2-20: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 1 Row at midpt 8-14 WEBS 1 Row at midpt 3-17, 6-17, 6-16, 7-14 REACTIONS.(lb/size)20=1310/0-3-8, 12=622/0-5-8, 14=1555/0-3-8 Max Horz 20=294(LC 5) Max Uplift 20=-90(LC 6), 12=-40(LC 7) Max Grav 20=1322(LC 10), 12=622(LC 1), 14=1555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1575/146, 3-5=-1115/214, 5-6=-774/223, 6-7=-294/189, 7-8=-304/242, 8-10=-357/155, 10-11=-734/93, 2-20=-1250/165, 11-12=-567/80 BOT CHORD 19-20=-311/350, 17-19=-164/1155, 16-17=-103/595, 14-15=-434/0, 8-14=-301/164, 13-14=0/511 WEBS 3-17=-507/184, 5-17=-10/254, 6-17=-35/484, 6-16=-817/145, 7-16=-113/851, 14-16=-54/732, 7-14=-783/2, 10-14=-411/138, 10-13=0/253, 2-19=0/812, 11-13=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 20, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624761 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-?GePxxHmx6joio21wAJEQxsB52Xv8KNWGqxS_RzUOsw Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x6 5x8 5x6 3x6 10x10 3x6 2x4 2x4 8x8 3x6 3x6 3x6 2x4 3x6 3x4 5x12 5x8 7-3-0 7-3-0 14-8-0 7-5-0 20-1-4 5-5-4 25-11-0 5-9-12 26-3-0 0-4-0 32-0-0 5-9-0 38-1-8 6-1-8 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 20-1-4 5-5-4 25-3-0 5-1-12 25-11-0 0-8-0 32-0-0 6-1-0 38-1-8 6-1-8 1-0-012-0-00-9-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [7:0-3-12,0-1-12], [12:0-1-12,0-0-0], [12:Edge,0-6-4], [14:0-2-12,0-3-4], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-8-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.54 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 0.03 (loc) 17-19 17-19 12 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,5-16,6-16,7-16: 2x4 SPF No.2, 2-20,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 8-14 WEBS 1 Row at midpt 3-17, 5-16, 6-16, 7-14 REACTIONS.(lb/size)20=1216/0-3-8, 12=447/0-5-8, 14=1699/0-3-8 Max Horz 20=289(LC 5) Max Uplift 20=-79(LC 6), 12=-3(LC 7), 14=-49(LC 7) Max Grav 20=1242(LC 10), 12=458(LC 11), 14=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1471/117, 3-5=-992/185, 5-6=-470/185, 6-7=-464/184, 10-11=-490/39, 2-20=-1182/143, 11-12=-405/44 BOT CHORD 19-20=-301/316, 17-19=-192/1081, 16-17=-140/681, 8-14=-534/200, 13-14=0/316 WEBS 3-19=0/264, 3-17=-526/175, 5-17=-32/593, 5-16=-516/68, 6-16=-365/155, 10-14=-425/143, 10-13=0/268, 2-19=0/823, 7-16=-124/1037, 7-14=-825/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 20, 12, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T21 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624762 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-TSCn9HIOiPrfJydETtrTy9OO4RvetslfVUh?WtzUOsv Scale = 1:76.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 3x6 5x8 5x6 4x6 10x10 3x6 3x4 4x6 3x6 3x6 3x4 3x8 5x12 4x8 3x6 3x4 2x4 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 21-11-8 0-4-0 25-3-0 3-3-8 32-0-0 6-9-0 37-10-8 5-10-8 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 25-3-0 3-7-8 32-0-0 6-9-0 37-10-8 5-10-8 1-0-012-0-00-11-41-7-212-0-09.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [7:0-4-0,0-2-0], [9:0-3-0,0-1-12], [14:0-8-4,0-3-8], [19:Edge,0-8-4], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.44 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.01 0.02 (loc) 16-18 16-18 10 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-14,6-13: 2x4 SPF No.2, 2-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,13-14. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-16, 5-14, 7-13, 8-13 REACTIONS.(lb/size)19=921/0-3-8, 14=1827/0-3-8, 10=544/Mechanical Max Horz 19=291(LC 5) Max Uplift 19=-75(LC 6), 14=-28(LC 6), 10=-45(LC 7) Max Grav 19=932(LC 10), 14=1827(LC 1), 10=581(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1023/103, 3-5=-508/169, 7-8=-278/135, 8-9=-666/84, 2-19=-876/134, 9-10=-530/73 BOT CHORD 18-19=-300/313, 16-18=-151/723, 6-14=-978/139, 11-13=0/467 WEBS 3-18=0/278, 3-16=-559/178, 5-16=-32/481, 14-16=-108/311, 5-14=-774/84, 6-13=-45/662, 8-13=-444/155, 2-18=0/484, 9-11=0/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 14, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T22 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624763 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-xfm9MdJ0TjzWx6CQ1bMiVMxZ1rF?cHwpj8QZ3JzUOsu Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x6 5x8 5x8 3x6 3x4 3x6 3x4 2x4 6x16 3x6 3x6 3x4 3x8 3x4 3x6 3x4 5x6 2x4 4x6 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 21-11-8 0-4-0 25-3-0 3-3-8 32-0-0 6-9-0 37-11-0 5-11-0 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 25-3-0 3-7-8 32-0-0 6-9-0 37-11-0 5-11-0 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.43 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.01 0.02 (loc) 17-19 17-19 11 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,5-15,7-15: 2x4 SPF No.2, 2-20,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-15. 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-17, 5-15, 7-15, 9-14 REACTIONS.(lb/size)20=856/0-3-8, 15=1969/0-3-8, 11=469/0-3-8 Max Horz 20=290(LC 5) Max Uplift 20=-72(LC 6), 15=-37(LC 6), 11=-35(LC 7) Max Grav 20=884(LC 10), 15=1969(LC 1), 11=511(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/87, 3-5=-433/151, 5-6=0/292, 6-7=0/296, 9-10=-568/69, 2-20=-828/123, 10-11=-460/63 BOT CHORD 19-20=-300/314, 17-19=-155/667, 6-15=-376/163, 12-14=0/387 WEBS 3-19=0/282, 3-17=-566/178, 5-17=-32/499, 5-15=-880/95, 7-15=-777/48, 7-14=-20/446, 9-14=-455/157, 9-12=0/257, 2-19=0/432, 10-12=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 20, 15, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624764 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-PrKXazJeE15NZFmcbItx2aUknFaELjAyyoA6bmzUOst Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 3x6 5x8 5x8 3x6 3x4 3x6 3x4 2x4 6x16 3x6 3x6 3x4 3x8 3x4 3x6 3x4 5x6 2x4 4x6 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 22-3-4 0-7-12 25-3-0 2-11-12 32-0-0 6-9-0 37-11-0 5-11-0 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 21-7-8 6-11-8 25-3-0 3-7-8 32-0-0 6-9-0 37-11-0 5-11-0 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.43 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.01 0.02 (loc) 17-19 17-19 11 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,5-15,7-15: 2x4 SPF No.2, 2-20,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-15. 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-17, 5-15, 7-15, 9-14 REACTIONS.(lb/size)20=856/0-3-8, 15=1969/0-7-0, 11=469/0-3-8 Max Horz 20=290(LC 5) Max Uplift 20=-72(LC 6), 15=-37(LC 6), 11=-35(LC 7) Max Grav 20=884(LC 10), 15=1969(LC 1), 11=511(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/87, 3-5=-433/151, 5-6=0/292, 6-7=0/296, 9-10=-568/69, 2-20=-828/123, 10-11=-460/63 BOT CHORD 19-20=-300/314, 17-19=-155/667, 6-15=-376/163, 12-14=0/387 WEBS 3-19=0/282, 3-17=-566/178, 5-17=-32/499, 5-15=-880/95, 7-15=-777/48, 7-14=-20/446, 9-14=-455/157, 9-12=0/257, 2-19=0/432, 10-12=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 20, 15, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T24 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624765 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-t1uvnJKG?KEEAPLp90OAan0tYfwm49k6BSvg7CzUOss Scale = 1:80.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 3x6 6x6 6x6 10x10 10x10 3x6 3x4 2x4 6x16 3x6 3x6 3x4 3x8 3x4 3x6 3x4 7-3-12 7-3-12 14-5-0 7-1-4 21-7-8 7-2-8 22-3-4 0-7-12 25-6-0 3-2-12 31-7-4 6-1-4 37-11-0 6-3-12 -1-2-8 1-2-8 7-3-12 7-3-12 14-5-0 7-1-4 21-7-8 7-2-8 25-6-0 3-10-8 31-7-4 6-1-4 37-11-0 6-3-12 1-0-011-7-711-9-120-10-141-7-211-7-79.00 12 Plate Offsets (X,Y)-- [9:Edge,0-8-4], [10:0-1-12,0-0-0], [19:Edge,0-8-4], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.41 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.01 0.02 (loc) 16-18 15-16 10 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-14,7-14: 2x4 SPF No.2, 2-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,13-14. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-16, 5-14, 7-14 REACTIONS.(lb/size)19=861/0-3-8, 14=1952/0-7-0, 10=484/0-3-8 Max Horz 19=284(LC 5) Max Uplift 19=-74(LC 6), 14=-30(LC 6), 10=-37(LC 7) Max Grav 19=886(LC 10), 14=1952(LC 1), 10=521(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/91, 3-5=-465/156, 5-6=0/282, 6-7=0/286, 8-9=-566/72, 2-19=-826/126, 9-10=-464/70 BOT CHORD 18-19=-297/314, 16-18=-150/661, 6-14=-391/172, 11-13=0/376 WEBS 3-18=0/267, 3-16=-537/174, 5-16=-34/494, 14-16=-112/264, 5-14=-863/87, 7-14=-757/42, 7-13=-34/464, 8-13=-434/149, 8-11=0/251, 2-18=0/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 19, 14, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T25 Truss Type Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624766 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-LESI?eLumeM5oZw?ijvP7?Z5I38BpbwFP6fDfezUOsr Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 5x6 3x8 3x4 3x6 3x8 2x4 8x10 3x6 3x6 3x4 5x12 3x4 6x6 3x4 3x4 4x6 3x8 3x4 5-9-1 5-9-1 11-3-11 5-6-9 21-7-8 10-3-13 22-3-4 0-7-12 28-7-6 6-4-2 37-11-0 9-3-10 -1-2-8 1-2-8 5-9-1 5-9-1 11-3-11 5-6-9 16-5-9 5-1-15 21-7-8 5-1-15 28-7-6 6-11-14 33-1-15 4-6-9 37-11-0 4-9-1 39-1-8 1-2-8 1-0-09-3-79-5-120-10-141-7-29-3-79.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [16:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.91 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.76 0.02 0.01 (loc) 16-17 16-17 12 17-19 l/defl >851 >338 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,15-17: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 8-15 REACTIONS.(lb/size)20=832/0-3-8, 15=1839/0-7-0, 12=641/0-3-8 Max Horz 20=218(LC 5) Max Uplift 20=-68(LC 6), 15=-149(LC 5), 12=-75(LC 7) Max Grav 20=843(LC 10), 15=1839(LC 1), 12=662(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-886/94, 3-4=-616/134, 4-5=-411/145, 5-6=-25/271, 6-8=-25/270, 8-9=-452/88, 9-10=-297/64, 2-20=-782/125, 10-12=-338/110 BOT CHORD 17-19=-115/631, 6-15=-411/169, 13-15=0/293, 12-13=0/435 WEBS 3-17=-300/149, 5-17=-21/427, 5-15=-807/132, 8-15=-774/43, 8-13=0/427, 2-19=0/471, 9-12=-372/20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 20, 12 except (jt=lb) 15=149. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T26 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624767 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-qQ0gC_MWXyUyQjVBGRQefC6OqShOYCdPemOmC5zUOsq Scale = 1:30.6 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 3-4-9 3-4-9 4-8-0 1-3-7 -1-2-8 1-2-8 3-4-9 3-4-9 4-8-0 1-3-7 1-6-115-4-25-6-05-0-100-3-85-4-214.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 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.(lb/size)7=269/0-3-8, 5=162/0-1-8 Max Horz 7=203(LC 6) Max Uplift 5=-95(LC 6) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T27 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624768 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-qQ0gC_MWXyUyQjVBGRQefC6MxSiAY9uPemOmC5zUOsq Scale = 1:28.9 1 2 3 4 6 5 6x6 2x4 3x4 2x4 3x4 2-0-0 2-0-0 -0-10-8 0-10-8 1-0-7 1-0-7 2-0-0 0-11-9 3-10-44-10-145-0-124-7-60-3-84-10-1414.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.03 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a **** 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 *Except* 3-5,3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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.(lb/size)6=148/0-3-8, 5=50/0-1-8 Max Horz 6=139(LC 6) Max Uplift 6=-35(LC 4), 5=-217(LC 6) Max Grav 6=181(LC 6), 5=53(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-47/260, 2-6=-123/271 WEBS 3-5=-51/325, 3-6=-523/66 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-10-8 to 1-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=217. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T28 Truss Type Flat Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624769 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-IcZ2QKM9HFcp1t4Oq8xtCQeZ?s2PHglYtQ8KkXzUOsp Scale = 1:20.3 1 2 4 3 2x4 3x4 2x4 3x4 2-0-0 2-0-0 2-0-0 2-0-0 3-4-143-1-60-3-83-4-14LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=68/0-3-8, 3=68/0-1-8 Max Horz 4=90(LC 5) Max Uplift 4=-88(LC 4), 3=-88(LC 5) Max Grav 4=76(LC 5), 3=76(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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) 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T29 Truss Type Common Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624770 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-IcZ2QKM9HFcp1t4Oq8xtCQeZWs0xHdHYtQ8KkXzUOsp Scale: 1/4"=1' 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x6 5x6 4-3-8 4-3-8 8-7-0 4-3-8 -1-2-8 1-2-8 4-3-8 4-3-8 8-7-0 4-3-8 9-9-8 1-2-8 2-2-117-2-122-2-1114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:Edge,0-1-14], [4:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.13 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 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.(lb/size)8=413/0-8-0, 6=413/0-8-0 Max Horz 8=-193(LC 4) Max Uplift 8=-103(LC 7), 6=-103(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/222, 3-4=-261/222, 2-8=-376/216, 4-6=-376/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=103, 6=103. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T30 Truss Type Common Qty 2 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624771 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-mo7QdgNn2Zkgf1faOsT6ldBjSGND04Hh64ttGzzUOso Scale: 1/4"=1' 1 2 3 4 7 6 5 4x6 4x6 2x4 2x4 3x8 5x6 4-3-8 4-3-8 8-5-8 4-2-0 -1-2-8 1-2-8 4-3-8 4-3-8 8-5-8 4-2-0 2-2-117-2-122-4-714.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:Edge,0-1-14], [4:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=415/0-8-0, 5=320/Mechanical Max Horz 7=180(LC 5) Max Uplift 7=-93(LC 6), 5=-104(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/203, 3-4=-251/194, 2-7=-378/197, 4-5=-284/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 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=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss T31 Truss Type Common Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624772 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-E?hoq0OPptsXHAEmxZ_LHrkuOgjjlYVrKkdQpQzUOsn Scale: 1/4"=1' 1 2 3 6 5 4 4x6 4x6 4x6 2x4 2x4 3x8 3-8-0 3-8-0 7-10-0 4-2-0 3-8-0 3-8-0 7-10-0 4-2-0 2-11-77-2-122-4-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.11 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 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.(lb/size)6=302/0-3-8, 4=302/Mechanical Max Horz 6=-112(LC 4) Max Uplift 6=-94(LC 7), 4=-82(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-272/166, 3-4=-265/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch left and right 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624773 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-iBFB2MP1aA_OuKpyVGVaq2G?C4z3Ur?_ZNM_LszUOsm Scale = 1:38.1 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 29 30 31 4x8 4x8 4x10 3x4 4x6 3x6 2x4 3x6 3x8 4x10 3x4 4-1-1 4-1-1 10-3-12 6-2-11 16-6-7 6-2-11 20-7-8 4-1-1 -1-2-8 1-2-8 4-1-1 4-1-1 10-3-12 6-2-11 16-6-7 6-2-11 20-7-8 4-1-1 21-10-0 1-2-8 0-10-143-9-63-11-110-10-143-9-69.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [4:0-4-0,0-1-6], [6:0-4-0,0-1-6], [8:0-6-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.48 0.42 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.03 0.09 (loc) 11 11-13 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-9-9 oc bracing. REACTIONS.(lb/size)2=886/0-3-8, 8=886/0-3-8 Max Horz 2=72(LC 4) Max Uplift 2=-446(LC 5), 8=-443(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1001/622, 4-5=-755/508, 5-6=-755/508, 6-8=-1001/621 BOT CHORD 2-13=-515/766, 11-13=-875/1303, 10-11=-875/1303, 8-10=-469/766 WEBS 4-13=-204/367, 5-13=-656/469, 5-11=-95/284, 5-10=-656/470, 6-10=-206/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=446, 8=443. 7) This truss is designed in accordance with the 2003 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) 123 lb down and 99 lb up at 4-1-1, 53 lb down and 61 lb up at 6-3-3, 53 lb down and 61 lb up at 8-3-3, 53 lb down and 61 lb up at 10-3-3, 53 lb down and 61 lb up at 12-3-3, and 53 lb down and 61 lb up at 14-3-3, and 124 lb down and 99 lb up at 16-6-7 on top chord, and 5 lb down and 45 lb up at 4-1-1, 5 lb down and 45 lb up at 4-3-3, 5 lb down and 45 lb up at 6-3-3, 5 lb down and 45 lb up at 8-3-3, 5 lb down and 45 lb up at 10-3-3, 5 lb down and 45 lb up at 12-3-3, 5 lb down and 45 lb up at 14-3-3, and 5 lb down and 45 lb up at 16-3-3, and 5 lb down and 45 lb up at 16-6-7 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: 1-4=-60, 4-6=-60, 6-9=-60, 14-18=-20 Continued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624773 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-iBFB2MP1aA_OuKpyVGVaq2G?C4z3Ur?_ZNM_LszUOsm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=2(B) 11=3(B) 26=3(B) 27=3(B) 28=3(B) 29=3(B) 30=3(B) 31=5(B) 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624774 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ANpZFiQfLU6FWUO93_0pMGpAFTLgDPw8o16XtIzUOsl Scale = 1:61.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 921222324 5x6 5x12 2x4 3x6 3x4 4x6 3x6 2x4 3x8 2x4 3x6 3x6 3x6 3x6 4x6 5-3-10 5-3-10 10-3-12 5-0-2 16-8-12 6-5-0 20-5-12 3-9-0 26-4-10 5-10-14 32-7-0 6-2-6 -1-2-8 1-2-8 5-3-10 5-3-10 10-3-12 5-0-2 16-8-12 6-5-0 24-6-2 7-9-6 32-7-0 8-0-14 0-10-143-7-108-7-113-7-109.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.46 0.27 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.01 0.05 (loc) 9-10 9-10 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 318 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)9=976/0-5-8, 2=762/0-3-8, 11=2366/0-3-8 Max Horz 2=235(LC 4) Max Uplift 9=-633(LC 4), 2=-88(LC 13), 11=-811(LC 6) Max Grav 9=994(LC 10), 2=762(LC 1), 11=2366(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-796/92, 4-5=-555/138, 5-6=-585/135, 6-7=-231/777, 7-8=-985/708, 8-9=-699/458 BOT CHORD 2-16=-99/580, 15-16=-99/580, 13-15=-111/350, 11-13=-112/344, 10-11=-555/657 WEBS 4-15=-306/130, 5-15=-61/312, 6-15=-215/318, 6-11=-1204/91, 7-11=-1788/909, 7-10=-481/755, 8-10=-794/1047 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) 2 except (jt=lb) 9=633, 11=811. 9) This truss is designed in accordance with the 2003 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) 287 lb down and 245 lb up at 22-6-4, 287 lb down and 245 lb up at 24-6-4, 287 lb down and 245 lb up at 26-6-4, and 287 lb down and 245 lb up at 28-6-4, and 287 lb down and 245 lb up at 30-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624774 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-ANpZFiQfLU6FWUO93_0pMGpAFTLgDPw8o16XtIzUOsl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-8=-60, 9-17=-20 Concentrated Loads (lb) Vert: 10=-287(B) 21=-287(B) 22=-287(B) 23=-287(B) 24=-287(B) 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624775 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-eaNxT2QH6oE68eyLdhX2vTMI6takyiMH0hr5PkzUOsk Scale = 1:58.4 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 37 4x10 6x8 8x10 8x8 4x10 5x12 3x4 4x6 2x4 6x10 10x10 3x6 4x8 2x4 5x12 3x4 4x6 3-6-2 3-6-2 7-6-2 4-0-0 14-10-9 7-4-7 21-9-7 6-10-14 28-4-14 6-7-6 31-11-0 3-6-2 -1-2-8 1-2-8 3-6-2 3-6-2 7-6-2 4-0-0 11-2-6 3-8-3 14-10-9 3-8-3 21-9-7 6-10-14 28-4-14 6-7-6 31-11-0 3-6-2 33-1-8 1-2-8 0-10-143-4-36-3-100-10-143-4-39.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [4:0-5-0,0-0-10], [7:0-3-1,Edge], [9:0-5-0,0-0-10], [11:0-6-8,Edge], [14:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.64 0.73 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.75 0.06 0.30 (loc) 16-18 16-18 11 16 l/defl >999 >510 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7: 2x6 SPF No.2, 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-18,6-16,8-16,9-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except 2-0-0 oc purlins (3-3-6 max.): 4-5, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-0-4 oc bracing: 14-16. REACTIONS.(lb/size)2=1349/0-3-8, 11=1314/0-3-8 Max Horz 2=-128(LC 14) Max Uplift 2=-287(LC 5), 11=-443(LC 6) Max Grav 2=1364(LC 11), 11=1337(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1638/356, 4-5=-2530/449, 5-6=-3342/631, 6-7=-4671/1015, 7-8=-3528/722, 8-9=-3125/954, 9-11=-1644/589 BOT CHORD 2-19=-264/1282, 18-19=-264/1290, 16-18=-224/1665, 14-16=-837/3123, 13-14=-384/1292, 11-13=-383/1289 WEBS 4-18=-192/1577, 5-18=-2222/440, 6-18=-331/1763, 6-16=-835/3648, 7-16=-3052/692, 8-16=-131/469, 8-14=-694/146, 9-14=-501/2015 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) except (jt=lb) 2=287, 11=443. 7) This truss is designed in accordance with the 2003 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) 98 lb down and 73 lb up at 3-6-2, 53 lb down and 47 lb up at 20-4-2, 53 lb down and 47 lb up at 22-4-2, 53 lb down and 47 lb up at 24-4-2, and 53 lb down and 47 lb up at 26-4-2, and 51 lb down and 44 lb up at 28-4-14 on top chord, and 3 lb down and 15 lb up at 3-6-2, 5 lb down and 47 lb up at 3-8-4, 5 lb down and 47 lb up at 20-4-2, 5 lb down and 47 lb up at 22-4-2, 5 lb down and 47 lb up at 24-4-2, and 5 lb down and 47 lb up at 26-4-2, and 8 lb down and 62 lb up at 28-4-2 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 Continued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624775 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:40 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-6mxJgORvt5MymoXXAP2HRhuTsHwzg9cRFLbeyBzUOsj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-12=-60, 17-20=-20, 17-33=-60, 24-33=-20 Concentrated Loads (lb) Vert: 4=44(F) 9=44(F) 19=7(F) 13=11(F) 32=4(F) 34=4(F) 35=4(F) 36=4(F) 37=4(F) 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624776 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-byUhujSYePUpNy6kk6ZW_uRhghHcPdQaU?KBUdzUOsi Scale = 1:42.8 1 2 3 4 5 6 7 8 13 12 11 10 9 18 19 20 21 22 23 24 4x10 4x8 5x6 3x4 4x10 3x4 8x8 2x4 4x8 4x10 4x6 8x8 3-10-4 3-10-4 10-6-8 6-8-4 13-9-3 3-2-11 16-2-9 2-5-7 18-11-8 2-8-15 -1-2-8 1-2-8 3-10-4 3-10-4 10-6-8 6-8-4 13-9-3 3-2-11 16-2-9 2-5-7 18-11-8 2-8-15 0-10-143-7-47-5-111-1-143-8-23-7-49.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [4:0-5-0,0-0-10], [5:0-4-0,0-1-6], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.51 0.70 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.28 0.18 (loc) 11 11 9 11 l/defl >999 >694 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 *Except* 2-11: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. REACTIONS.(lb/size)9=742/0-3-8, 2=815/0-3-8 Max Horz 2=-142(LC 3) Max Uplift 9=-274(LC 6), 2=-382(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-820/523, 4-5=-1096/647, 5-6=-1387/764, 6-7=-3235/1313, 7-8=-2137/813, 8-9=-747/292 BOT CHORD 2-13=-446/704, 12-13=-445/703, 11-12=-878/2365, 10-11=-678/1919 WEBS 4-12=-232/471, 5-12=-219/500, 6-12=-1329/452, 6-11=-468/1469, 7-11=-488/1079, 7-10=-462/214, 8-10=-620/1696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=274, 2=382. 8) This truss is designed in accordance with the 2003 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) 124 lb down and 87 lb up at 3-10-4, 53 lb down and 56 lb up at 6-0-12, 53 lb down and 56 lb up at 8-0-12, and 48 lb down and 56 lb up at 10-0-12, and 124 lb down and 87 lb up at 10-6-7 on top chord, and 4 lb down and 46 lb up at 3-10-4, 5 lb down and 45 lb up at 4-0-12, 5 lb down and 45 lb up at 6-0-12, 5 lb down and 45 lb up at 8-0-12, 5 lb down and 45 lb up at 10-0-12, and 5 lb down and 45 lb up at 10-4-5, and 4 lb down and 46 lb up at 10-6-7 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) StandardContinued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624776 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-byUhujSYePUpNy6kk6ZW_uRhghHcPdQaU?KBUdzUOsi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 11-14=-20, 9-11=-20 Concentrated Loads (lb) Vert: 13=3(F) 12=3(F) 21=3(F) 22=3(F) 23=3(F) 24=6(F) 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624777 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-byUhujSYePUpNy6kk6ZW_uRnJhOoPlgaU?KBUdzUOsi Scale = 1:30.2 1 2 3 4 5 678 9 4x6 3x4 3x4 2x4 3-0-8 3-0-8 6-1-0 3-0-8 -0-10-8 0-10-8 3-0-8 3-0-8 6-1-0 3-0-8 6-11-8 0-10-8 0-6-144-1-80-6-1414.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [4:0-1-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.24 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 2-6 2-6 4 2-6 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 2x6 SPF No.2 WEBS 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.(lb/size)2=1572/0-3-8, 4=1311/0-3-8 Max Horz 2=93(LC 4) Max Uplift 2=-135(LC 5), 4=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1103/105, 3-4=-1107/105 BOT CHORD 2-6=-44/660, 4-6=-44/660 WEBS 3-6=-90/1462 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=135, 4=117. 8) This truss is designed in accordance with the 2003 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) 767 lb down and 53 lb up at 0-11-4, and 765 lb down and 66 lb up at 2-7-4, and 764 lb down and 56 lb up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-4=-20 Continued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624777 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-byUhujSYePUpNy6kk6ZW_uRnJhOoPlgaU?KBUdzUOsi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-767(F) 8=-765(F) 9=-764(F) 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624778 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-XLcSIPToA0kXdFG6sXc_3JWxfU?StamtxJpIYWzUOsg Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 3x6 5x6 5x12 6x6 4x10 4x6 4x8 3x4 3x4 6x16 3x6 2x4 4x8 4x6 2x4 10x10 7-0-0 7-0-0 13-1-8 6-1-8 17-2-8 4-1-0 25-11-0 8-8-8 26-3-0 0-4-0 30-10-8 4-7-8 38-1-8 7-3-0 -1-2-8 1-2-8 7-0-0 7-0-0 13-1-8 6-1-8 17-2-8 4-1-0 25-11-0 8-8-8 30-10-8 4-11-8 38-1-8 7-3-0 1-0-07-7-110-10-20-9-01-7-27-7-19.00 12 Plate Offsets (X,Y)-- [2:0-6-2,0-0-7], [10:0-0-11,0-0-0], [10:0-3-15,0-1-14], [10:Edge,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.86 0.49 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.07 (loc) 11-24 13-14 12 11-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-13: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 4-17,4-15,7-14,9-11: 2x4 SPF-S Stud WEDGE Right: 2x10 SP No.1 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-15, 7-12 REACTIONS.(lb/size)2=1118/0-3-8, 12=1904/0-3-8, 10=498/0-5-8 Max Horz 2=242(LC 4) Max Uplift 2=-80(LC 13), 12=-1067(LC 6), 10=-486(LC 6) Max Grav 2=1118(LC 1), 12=1904(LC 1), 10=530(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1270/89, 4-6=-866/157, 6-7=-836/168, 8-9=-46/257, 9-10=-496/622 BOT CHORD 2-17=-90/931, 15-17=-90/931, 14-15=-11/718, 8-12=-471/209, 11-12=-378/283, 10-11=-398/295 WEBS 4-15=-486/161, 6-15=-106/642, 7-15=-315/130, 12-14=-69/701, 7-12=-1147/51, 9-12=-747/712, 9-11=-789/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) 2 except (jt=lb) 12=1067, 10=486. 7) This truss is designed in accordance with the 2003 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) 67 lb down and 329 lb up at 26-3-12, 67 lb down and 329 lb up at 28-3-12, 67 lb down and 329 lb up at 30-3-12, 39 lb down and 229 lb up at 32-3-12, and 64 lb down and 100 lb up at 34-3-12, and 30 lb down and 97 lb up at 36-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624778 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-XLcSIPToA0kXdFG6sXc_3JWxfU?StamtxJpIYWzUOsg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 18-25=-20, 17-25=-60, 13-17=-20, 11-12=-20, 11-30=-60, 22-30=-20 Concentrated Loads (lb) Vert: 26=-30 27=-30 28=-30 29=-33 31=-48 32=-30 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG07 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624779 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-XLcSIPToA0kXdFG6sXc_3JW6UU0qth4txJpIYWzUOsg Scale = 1:45.6 1 2 3 6 5 4 7 8 9 4x6 2x4 2x4 3x8 3x4 3x4 4-11-8 4-11-8 7-9-0 2-9-8 4-11-8 4-11-8 7-9-0 2-9-8 5-8-37-4-06-4-144.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.40 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.02 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1144/0-5-8, 4=1135/0-5-0 Max Horz 6=170(LC 4) Max Uplift 6=-147(LC 3), 4=-162(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-474/95, 2-3=-449/103, 1-6=-708/126, 3-4=-1123/160 WEBS 1-5=-89/579, 3-5=-146/1011 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=147, 4=162. 8) This truss is designed in accordance with the 2003 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) 561 lb down and 57 lb up at 1-10-4, and 561 lb down and 57 lb up at 3-10-4, and 561 lb down and 57 lb up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-561(B) 8=-561(B) 9=-561(B) April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624780 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-TkkCj5V2ie_FsZQVzyeS8kbQxIkkLVPAPdIPdOzUOse Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 5x6 3x6 5x6 4x10 4x6 4x8 3x4 2x4 5x12 4x8 4x8 2x4 3x8 4x6 5x6 4x8 2x4 4x6 3x4 8-0-0 8-0-0 14-9-12 6-9-12 21-7-8 6-9-12 22-3-4 0-7-12 29-11-8 7-8-4 37-11-0 7-11-8 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 14-9-12 6-9-12 21-7-8 6-9-12 28-0-0 6-4-8 29-11-8 1-11-8 33-9-8 3-10-0 37-11-0 4-1-8 39-1-8 1-2-8 1-0-06-9-118-5-100-10-141-7-26-9-119.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-7], [17:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.30 0.31 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.01 0.06 (loc) 19-21 19-21 13 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 393 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 6-21: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1494/0-3-8, 17=2583/0-7-0, 13=581/0-3-8 Max Horz 2=173(LC 4) Max Uplift 2=-665(LC 5), 17=-1070(LC 5), 13=-79(LC 14) Max Grav 2=1503(LC 9), 17=2583(LC 1), 13=581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1740/872, 4-5=-1596/888, 5-6=-1245/746, 6-8=-140/459, 8-9=-140/449, 9-10=-378/115, 10-11=-395/90, 11-13=-442/83 BOT CHORD 2-21=-706/1330, 19-21=-634/1088, 8-17=-422/170, 13-15=0/394 WEBS 5-21=-422/599, 6-19=-468/572, 17-19=-574/1071, 6-17=-1885/1041, 9-17=-847/117, 10-15=-68/332 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) 13 except (jt=lb) 2=665, 17=1070. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 17 Bridgemont Job Reference (optional) I36624780 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:45 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-TkkCj5V2ie_FsZQVzyeS8kbQxIkkLVPAPdIPdOzUOse NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 138 lb up at 4-0-12, 142 lb down and 107 lb up at 6-0-12, 142 lb down and 173 lb up at 8-0-12, 142 lb down and 173 lb up at 10-0-12, 142 lb down and 173 lb up at 12-0-12, 142 lb down and 173 lb up at 14-0-12, 142 lb down and 173 lb up at 16-0-12, and 142 lb down and 173 lb up at 18-0-12, and 142 lb down and 173 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 9-10=-60, 10-14=-60, 22-33=-20, 19-33=-60, 18-19=-20, 17-26=-20 Concentrated Loads (lb) Vert: 21=-142 30=-231(F) 31=-142 32=-142 33=-142 34=-142 35=-142 36=-142 37=-142 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624781 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-xwIaxRWgTx66Uj?hXf9hhy8dki7G451JdH2y9qzUOsd Scale = 1:22.9 1 2 3 4 7 6 58 5x6 2x4 4x6 2x4 3x4 3x6 2-1-2 2-1-2 4-8-0 2-6-14 -1-2-8 1-2-8 2-1-2 2-1-2 4-8-0 2-6-14 1-6-113-10-24-0-03-10-214.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 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.(lb/size)5=251/Mechanical, 7=346/0-3-8 Max Horz 7=156(LC 5) Max Uplift 5=-123(LC 6), 7=-96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-335/102 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; 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) 7 except (jt=lb) 5=123. 8) This truss is designed in accordance with the 2003 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) 52 lb down and 96 lb up at 2-1-2, and 113 lb down and 72 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-52 8=-113 April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624782 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-P6sz8nWIEFFz5tat5NgwE9hkR6SFpX_SsxnWhHzUOsc Scale = 1:49.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 2x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-1-8 29-1-8 12-11-8 12-11-8 29-1-8 16-2-0 1-4-85-8-50-3-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 29-1-7. (lb) - Max Horz 19=-58(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19, 16, 17, 18, 13, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 19, 10 except 15=476(LC 1), 16=416(LC 10), 17=314(LC 1), 18=294(LC 10), 13=419(LC 11), 12=294(LC 1), 11=374(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-260/109, 6-13=-260/110, 9-11=-272/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 16, 17, 18, 13, 12, 11, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624783 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-tJQLM7Xx_ZNqj084e4C9mNDyDVpeY_Nc5bX3EjzUOsb Scale = 1:40.1 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 25-1-15 25-1-3 12-7-0 12-7-0 25-1-15 12-7-0 0-0-44-2-50-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-0-7. (lb) - Max Horz 1=-38(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=289(LC 1), 12=335(LC 10), 13=339(LC 1), 9=335(LC 11), 8=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-258/109, 5-9=-258/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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) 7, 12, 13, 9, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624784 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-tJQLM7Xx_ZNqj084e4C9mNDlLVheY_Ac5bX3EjzUOsb Scale = 1:25.7 1 2 3 43x8 4x10 3x8 5x8 0-0-12 0-0-12 16-1-15 16-1-3 8-1-0 8-1-0 16-1-15 8-1-0 0-0-42-8-50-0-44.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.61 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=244/16-0-7, 3=244/16-0-7, 4=654/16-0-7 Max Horz 1=23(LC 4) Max Uplift 1=-28(LC 6), 3=-31(LC 5), 4=-5(LC 6) Max Grav 1=252(LC 10), 3=252(LC 11), 4=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-439/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624785 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-MVzjZSYZlsVhLAjGCojOJam5Yv36HSulKFGcm9zUOsa Scale = 1:13.1 1 2 3 3x4 3x4 3x4 0-0-12 0-0-12 7-1-15 7-1-3 3-7-0 3-7-0 7-1-15 3-7-0 0-0-41-2-50-0-44.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 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.(lb/size)1=211/7-0-7, 3=211/7-0-7 Max Horz 1=9(LC 4) Max Uplift 1=-11(LC 6), 3=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/127, 2-3=-309/127 BOT CHORD 1-3=-95/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(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 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624786 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-It5T_8apHUlPaUtfKDlsO?rPVjnrlMN2nZljq2zUOsY Scale = 1:24.9 1 2 32x4 2x4 2x4 3-8-13 3-8-13 0-0-44-4-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=133/3-8-10, 3=132/3-8-10 Max Horz 1=119(LC 6) Max Uplift 3=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624787 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-It5T_8apHUlPaUtfKDlsO?rTejqOlMN2nZljq2zUOsY Scale = 1:17.4 1 2 3 2x4 2x4 2x4 2-5-7 2-5-7 0-0-42-10-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=81/2-5-3, 3=81/2-5-3 Max Horz 1=73(LC 6) Max Uplift 3=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624788 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-m4frBUaR2ntFCeSrtwG5xDOgX7BxUpdC0DVHNUzUOsX Scale = 1:9.7 1 2 3 2x4 2x4 2x4 1-2-0 1-2-0 0-0-41-4-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=30/1-1-12, 3=29/1-1-12 Max Horz 1=27(LC 6) Max Uplift 3=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624789 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-m4frBUaR2ntFCeSrtwG5xDOec7AlUpdC0DVHNUzUOsX Scale = 1:16.8 1 2 3 2x4 2x4 2x4 2-4-5 2-4-5 0-0-42-9-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=77/2-4-1, 3=77/2-4-1 Max Horz 1=70(LC 6) Max Uplift 3=-47(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 16023 Swingley Ridge Rd Chesterfield, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901072 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 17 Bridgemont Job Reference (optional) I36624790 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 3 14:34:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:sbCKo5Ov3_gnsN65I2La8fzURnE-iSnccAchaP7zRxcE?LIZ0eT06wtSyj7UTX_NRNzUOsV Scale = 1:9.1 1 2 3 2x4 2x4 2x4 1-0-14 1-0-14 0-0-41-3-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=26/1-0-10, 3=26/1-0-10 Max Horz 1=23(LC 6) Max Uplift 3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 3,2019 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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