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HomeMy WebLinkAbout218VWC - 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). March 4,2020 Liu, Xuegang Pages or sheets covered by this seal: I40486683 thru I40486772 My license renewal date for the state of Indiana is July 31, 2020. B20000641 Wedgewood 218 Northlake IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss CG01 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486683 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HDSDaj22ySUQes92qVOtcfytRHz2MtVYJvkdfxzeKrA Scale = 1:31.5 1 2 3 5 4 6 7 89 2x4 5x6 2x4 4x6 6-5-86-5-8 -2-10-9 2-10-9 6-5-8 6-5-8 3-0-145-6-55-2-130-3-85-6-54.56 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=124(LC 24) Max Uplift 5=-263(LC 4), 4=-275(LC 6) Max Grav 5=435(LC 1), 4=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-403/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=263, 4=275. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 41 lb up at -2-10-9, 102 lb down and 41 lb up at -2-10-9, 86 lb down and 23 lb up at 3-0-4, and 87 lb down and 19 lb up at 3-10-14, and 67 lb down and 87 lb up at 6-3-12 on top chord, and 68 lb down and 83 lb up at 3-0-4, and 116 lb down and 97 lb up at 3-10-14, and 71 lb down and 51 lb up at 6-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-146(F=-73, B=-73) 3=-67(B) 4=-31(B) Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss CG01 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486683 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HDSDaj22ySUQes92qVOtcfytRHz2MtVYJvkdfxzeKrA LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-45(F=7, B=7), 2=-2(F=29, B=29)-to-3=-97(F=-18, B=-18), 5=0(F=10, B=10)-to-4=-32(F=-6, B=-6) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486684 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lQ?bn33gjmcHF0kEOCw68tV2AhJi5JJiYZTACOzeKr9 Scale: 1/2"=1' 1 2 3 5 4 6 7 89 2x4 6x6 2x4 4x6 6-5-86-5-8 -2-10-9 2-10-9 6-5-8 6-5-8 1-6-144-0-53-8-130-3-84-0-54.56 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.15 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=113(LC 29) Max Uplift 5=-189(LC 4), 4=-138(LC 12) Max Grav 5=433(LC 1), 4=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-403/185 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=189, 4=138. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 41 lb up at -2-10-9, 102 lb down and 41 lb up at -2-10-9, 77 lb down and 45 lb up at 3-0-4, and 87 lb down and 19 lb up at 3-10-14, and 67 lb down and 95 lb up at 6-3-12 on top chord, and 8 lb down and 13 lb up at 3-0-4, and 36 lb down and 49 lb up at 3-10-14, and 55 lb down at 6-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-146(F=-73, B=-73) 3=-67(B) 4=-31(B) 8=4(B) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-45(F=7, B=7), 2=-2(F=29, B=29)-to-3=-97(F=-18, B=-18), 5=0(F=10, B=10)-to-4=-32(F=-6, B=-6) March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486685 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-DcZ_?P4JU3k7tAJRywRLh42Dr5frqmarmDDkkqzeKr8 Scale = 1:24.5 1 2 3 5 4 6 7 89 2x4 6x6 2x4 4x6 6-6-86-6-8 -2-10-9 2-10-9 6-6-8 6-6-8 1-8-04-1-133-10-50-3-84-1-134.56 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.15 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=111(LC 29) Max Uplift 5=-199(LC 4), 4=-108(LC 8) Max Grav 5=440(LC 1), 4=192(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-407/184 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 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) 5=199, 4=108. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 41 lb up at -2-10-9, 104 lb down and 41 lb up at -2-10-9, and 83 lb down and 37 lb up at 3-6-13, and 88 lb down and 21 lb up at 3-11-14 on top chord, and 16 lb down and 36 lb up at 3-6-13, and 38 lb down and 51 lb up at 3-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-148(F=-74, B=-74) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-45(F=7, B=7), 2=-2(F=29, B=29)-to-3=-98(F=-19, B=-19), 5=0(F=10, B=10)-to-4=-33(F=-6, B=-6) March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss CG04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486686 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ho7MCk5xFNs_VKudWdyaDIaQMV0dZEC??tyHGGzeKr7 Scale = 1:18.9 1 2 3 4 5 6 7 89 2x4 3x6 4x6 2x4 5-5-45-5-4 -2-10-9 2-10-9 5-5-4 5-5-4 1-0-143-1-102-10-20-3-83-1-104.56 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) 2-5 2-5 2-5 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 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-9-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=136(LC 12) Max Uplift 2=-152(LC 4), 5=-113(LC 12) Max Grav 2=355(LC 21), 5=183(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=152, 5=113. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 35 lb up at -2-10-9, 87 lb down and 35 lb up at -2-10-9, 83 lb down and 16 lb up at 2-0-0, and 83 lb down and 53 lb up at 2-10-10, and 43 lb down and 74 lb up at 5-3-8 on top chord, and 8 lb down and 11 lb up at 2-0-0, and 10 lb down and 8 lb up at 2-10-10, and 39 lb down at 5-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-125(F=-62, B=-62) 4=-43(F) 5=-20(F) 7=53(B) 8=9(F) 9=8(B) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-43(F=8, B=8), 2=0(F=30, B=30)-to-4=-82(F=-11, B=-11), 2=0(F=10, B=10)-to-5=-27(F=-4, B=-4) March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486687 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-dBF6dQ6Bn_6ikd2?d2_2JjgmCIik18uHSBROL9zeKr5 Scale = 1:25.1 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 3-5-43-5-4 -2-10-9 2-10-9 3-5-4 3-5-4 3-0-144-4-94-1-10-3-84-4-94.56 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=114(LC 7) Max Uplift 5=-205(LC 4), 4=-248(LC 16) Max Grav 5=278(LC 1), 4=170(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/157 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 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) 5=205, 4=248. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 24 lb up at -2-10-9, and 59 lb down and 24 lb up at -2-10-9, and 71 lb down and 130 lb up at 2-1-13 on top chord, and 133 lb down and 147 lb up at 2-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-84(F=-42, B=-42) 6=43(F) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-45(F=7, B=7), 2=-2(F=29, B=29)-to-3=-52(F=4, B=4), 5=0(F=10, B=10)-to-4=-17(F=1, B=1) March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486688 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aaNt268RJcMQzxBOlT0WO8l8x6NiV2NawVwVP1zeKr3 Scale = 1:33.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-1-818-1-8 -1-10-8 1-10-8 18-1-8 18-1-8 1-7-63-6-01.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [10:0-3-0,0-3-0], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-1-8. (lb) - Max Horz 31=127(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 except 31=-119(LC 6), 30=-168(LC 7) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 except 31=306(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31=-294/156 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 except (jt=lb) 31=119, 30=168. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486689 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-2mxFFS934vUHb5maIAYlwLIIzWeuETHk99g2xUzeKr2 Scale = 1:26.3 1 2 6 5 3 4 2x4 3x6 3x6 1-4-01-4-0 2-7-21-3-2 -1-10-8 1-10-8 2-7-2 2-7-2 3-0-144-7-10-4-154-2-24-7-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.43 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.06 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=111(LC 7) Max Uplift 3=-21(LC 10), 4=-83(LC 7) Max Grav 6=268(LC 1), 3=27(LC 17), 4=107(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/124 WEBS 2-5=-174/566 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486690 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-_92?g8AKcXk?qPwzQbaD0mNeTJKMiNm1cT990MzeKr0 Scale = 1:26.3 1 2 6 5 3 4 2x4 3x6 3x6 1-4-01-4-0 2-7-21-3-2 -1-10-8 1-10-8 2-7-2 2-7-2 3-0-144-7-14-2-24-7-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.43 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.06 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=111(LC 7) Max Uplift 3=-21(LC 10), 4=-83(LC 7) Max Grav 6=268(LC 1), 3=27(LC 17), 4=107(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/124 WEBS 2-5=-174/566 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486691 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-SLcNtUByNqssSYV9_J5SY_wpDjktRr6Ar7uiYpzeKr? Scale = 1:18.5 1 2 6 5 3 4 2x4 3x6 2x4 1-4-01-4-0 2-7-21-3-2 -1-10-8 1-10-8 2-7-2 2-7-2 1-6-143-1-12-8-23-1-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=80(LC 7) Max Uplift 6=-28(LC 10), 3=-21(LC 10), 4=-34(LC 10) Max Grav 6=268(LC 1), 3=27(LC 17), 4=51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-70/280 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486692 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-wXAm5pCa88_j4i4MX0ch5BS_z746AIMJ3neF5FzeKr_ Scale = 1:18.5 1 2 6 5 3 4 2x4 3x6 2x4 1-4-01-4-0 2-7-21-3-2 -1-10-8 1-10-8 2-7-2 2-7-2 1-6-143-1-12-8-23-1-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=80(LC 7) Max Uplift 6=-28(LC 10), 3=-21(LC 10), 4=-34(LC 10) Max Grav 6=268(LC 1), 3=27(LC 17), 4=51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-70/280 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J05 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486693 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Okk8I9CCuS6ahsfY5k7wdP?9_XLJvkgTIRNpchzeKqz Scale = 1:24.6 1 2 6 5 3 4 2x4 3x4 3x6 1-4-01-4-0 2-8-101-4-10 -1-10-8 1-10-8 2-8-10 2-8-10 2-10-144-3-33-10-84-3-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.42 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.02 -0.06 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=106(LC 7) Max Uplift 6=-7(LC 10), 3=-23(LC 10), 4=-68(LC 7) Max Grav 6=270(LC 1), 3=26(LC 1), 4=58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-149/525 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486694 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-swIWWVDqflFRJ0EkfRe9AcXKDxYoeBBcX57M87zeKqy Scale = 1:30.9 1 2 6 5 3 4 2x4 3x4 3x6 1-4-01-4-0 5-0-103-8-10 -1-10-8 1-10-8 5-0-10 5-0-10 2-10-145-5-30-4-105-0-85-5-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.98 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.07 -0.32 (loc) 4-5 4-5 3 l/defl >328 >882 n/a L/d 240 240 n/a 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=134(LC 7) Max Uplift 6=-10(LC 10), 3=-79(LC 10), 4=-33(LC 10) Max Grav 6=340(LC 1), 3=120(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-377/113 BOT CHORD 5-6=-303/96 WEBS 2-5=-226/716 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486695 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-L6sujrESQ3NHxAowD8AOjq4SVK55NgAmmlswgazeKqx Scale = 1:16.9 1 2 5 3 4 3x4 3x6 2-8-102-8-10 -1-10-8 1-10-8 2-8-10 2-8-10 1-4-142-9-32-4-82-9-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 7) Max Uplift 5=-42(LC 10), 3=-43(LC 10) Max Grav 5=270(LC 1), 3=36(LC 1), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486696 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:58:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-pIQGxBF5BNV8YKN7mshdF1daYkO766Qv_PcTD0zeKqw Scale = 1:22.9 1 2 5 3 4 4x6 3x6 5-0-105-0-10 -1-10-8 1-10-8 5-0-10 5-0-10 1-4-143-11-30-4-103-6-83-11-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.07 0.04 (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: 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 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=115(LC 10) Max Uplift 5=-42(LC 10), 3=-87(LC 10) Max Grav 5=340(LC 1), 3=120(LC 1), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-292/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486697 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HVzf8XGjygd?ATyJKZCsoF9o?8nZrZg3D3L0lSzeKqv Scale = 1:16.9 1 2 5 3 4 3x4 3x6 2-8-102-8-10 -1-10-8 1-10-8 2-8-10 2-8-10 1-4-142-9-32-4-82-9-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=74(LC 7) Max Uplift 5=-42(LC 10), 3=-43(LC 10) Max Grav 5=270(LC 1), 3=36(LC 1), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486698 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lhX1LtGLj_lsodXVuHj5KSiw2Y4ba0wCSj5aHvzeKqu Scale = 1:22.9 1 2 5 3 4 4x6 3x6 5-0-105-0-10 -1-10-8 1-10-8 5-0-10 5-0-10 1-4-143-11-30-4-103-6-83-11-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.07 0.04 (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: 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 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=115(LC 10) Max Uplift 5=-42(LC 10), 3=-87(LC 10) Max Grav 5=340(LC 1), 3=120(LC 1), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-292/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J11 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486699 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Dt5PZDHzUItjQn6iS_EKtgFBTyOjJR9LgNq7pLzeKqt Scale = 1:24.6 1 2 6 5 3 4 2x4 3x4 3x6 1-4-01-4-0 2-8-101-4-10 -1-10-8 1-10-8 2-8-10 2-8-10 2-10-144-3-33-10-84-3-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.42 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.02 -0.06 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=106(LC 7) Max Uplift 6=-7(LC 10), 3=-23(LC 10), 4=-68(LC 7) Max Grav 6=270(LC 1), 3=26(LC 1), 4=58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-149/525 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J12 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486700 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-9GD9_uJD0v7Rf5G4ZPHoy5KWSlxRnLwe8hJEuDzeKqr Scale = 1:30.9 1 2 6 5 3 4 2x4 3x4 3x6 1-4-01-4-0 5-0-103-8-10 -1-10-8 1-10-8 5-0-10 5-0-10 2-10-145-5-30-4-105-0-85-5-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.98 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.07 -0.32 (loc) 4-5 4-5 3 l/defl >328 >882 n/a L/d 240 240 n/a 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=134(LC 7) Max Uplift 6=-10(LC 10), 3=-79(LC 10), 4=-33(LC 10) Max Grav 6=340(LC 1), 3=120(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-377/113 BOT CHORD 5-6=-303/96 WEBS 2-5=-226/716 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486701 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-dSnYBEJrnDFIHFrH77o1VIthE9T?WoLoNK3nQgzeKqq Scale = 1:23.0 1 2 6 5 3 4 2x4 3x6 3x6 1-0-01-0-0 1-5-70-5-7 -1-10-8 1-10-8 1-5-7 1-5-7 3-0-143-11-13-6-23-11-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.25 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=-100(LC 8) Max Uplift 6=-12(LC 6), 3=-56(LC 1), 4=-139(LC 7) Max Grav 6=268(LC 1), 3=29(LC 14), 4=146(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-326/160 WEBS 2-5=-202/666 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=139. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486702 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-6fLwPaKUYWN9uPQThqJG1WPs_ZpEFFbxb_oLy6zeKqp Scale = 1:23.0 1 2 6 5 3 4 2x4 3x6 3x6 1-0-01-0-0 1-5-70-5-7 -1-10-8 1-10-8 1-5-7 1-5-7 3-0-143-11-13-6-23-11-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.25 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=-100(LC 8) Max Uplift 6=-12(LC 6), 3=-56(LC 1), 4=-139(LC 7) Max Grav 6=268(LC 1), 3=29(LC 14), 4=146(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-326/160 WEBS 2-5=-202/666 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=139. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486703 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aruIcwL6JqV0WY?fEXqVajy1Cz9N_jJ4qeYuVYzeKqo Scale = 1:18.4 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 3-1-91-9-9 -1-10-8 1-10-8 3-1-9 3-1-9 1-6-03-0-122-8-23-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=81(LC 7) Max Uplift 6=-39(LC 10), 3=-34(LC 10), 4=-19(LC 10) Max Grav 6=280(LC 1), 3=46(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-251/60 WEBS 2-5=-58/287 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486704 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aruIcwL6JqV0WY?fEXqVajy1Cz9N_jJ4qeYuVYzeKqo Scale = 1:18.4 1 2 6 5 3 4 2x4 3x4 2x4 1-4-01-4-0 3-1-91-9-9 -1-10-8 1-10-8 3-1-9 3-1-9 1-6-03-0-122-8-23-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=81(LC 7) Max Uplift 6=-39(LC 10), 3=-34(LC 10), 4=-19(LC 10) Max Grav 6=280(LC 1), 3=46(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-251/60 WEBS 2-5=-58/287 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486705 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-21SgqGMk48dt8iZroFLk7xVCoMVrjAWE3IHR1?zeKqn Scale = 1:19.2 1 2 6 5 3 4 2x4 3x6 2x4 1-4-01-4-0 2-7-131-3-13 -1-10-8 1-10-8 2-7-13 2-7-13 1-8-03-2-97.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=83(LC 7) Max Uplift 6=-25(LC 10), 3=-22(LC 10), 4=-37(LC 10) Max Grav 6=269(LC 1), 3=30(LC 17), 4=54(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-75/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486706 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-WE021cNMrRlkls82Myszf81NYmr4SdmNIy1?ZRzeKqm Scale = 1:19.2 1 2 6 5 3 4 2x4 3x6 2x4 1-4-01-4-0 2-7-131-3-13 -1-10-8 1-10-8 2-7-13 2-7-13 1-8-03-2-92-9-103-2-97.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=83(LC 7) Max Uplift 6=-25(LC 10), 3=-22(LC 10), 4=-37(LC 10) Max Grav 6=269(LC 1), 3=30(LC 17), 4=54(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-75/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486707 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-WE021cNMrRlkls82Myszf81LrmtwSevNIy1?ZRzeKqm Scale = 1:14.0 1 2 5 3 42x4 3x6 1-11-31-11-3 -1-10-8 1-10-8 1-11-3 1-11-3 1-0-142-2-61-9-72-2-67.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=70(LC 10) Max Uplift 5=-50(LC 10), 3=-23(LC 10), 4=-1(LC 7) Max Grav 5=261(LC 1), 3=15(LC 8), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486708 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-_QaREyN_bltaN0jEwgNCCMaWaAD9B59XWcmY5tzeKql Scale = 1:14.0 1 2 5 3 42x4 3x6 1-11-31-11-3 -1-10-8 1-10-8 1-11-3 1-11-3 1-0-142-2-61-9-72-2-67.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=70(LC 10) Max Uplift 5=-50(LC 10), 3=-23(LC 10), 4=-1(LC 7) Max Grav 5=261(LC 1), 3=15(LC 8), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486709 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-_QaREyN_bltaN0jEwgNCCMaXIAC0B59XWcmY5tzeKql Scale = 1:12.3 1 2 5 3 44x10 1-11-41-11-4 -1-10-8 1-10-8 1-11-4 1-11-4 0-10-141-10-81-5-141-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 5=-61(LC 10), 3=-18(LC 10) Max Grav 5=261(LC 1), 3=8(LC 6), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486710 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Sc8pSIOcM3?R?AIQTNvRkZ7iTaXxwYOglGW6eJzeKqk Scale = 1:18.1 1 2 5 3 4 3x4 3x4 4-3-44-3-4 -1-10-8 1-10-8 4-3-4 4-3-4 0-10-143-0-82-7-143-0-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.02 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=106(LC 10) Max Uplift 5=-54(LC 10), 3=-67(LC 10) Max Grav 5=314(LC 1), 3=95(LC 1), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/244 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486711 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-wpiBfdPE7M8IcKtd15QgHnfto_uUf?eq_wFfAmzeKqj Scale = 1:12.3 1 2 5 3 44x10 1-11-41-11-4 -1-10-8 1-10-8 1-11-4 1-11-4 0-10-141-10-81-5-141-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 5=-61(LC 10), 3=-18(LC 10) Max Grav 5=261(LC 1), 3=8(LC 6), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486712 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-wpiBfdPE7M8IcKtd15QgHnftD_tAf?eq_wFfAmzeKqj Scale = 1:18.1 1 2 5 3 4 3x4 3x4 4-3-44-3-4 -1-10-8 1-10-8 4-3-4 4-3-4 0-10-143-0-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.02 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=106(LC 10) Max Uplift 5=-54(LC 10), 3=-67(LC 10) Max Grav 5=314(LC 1), 3=95(LC 1), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/244 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M01 Truss Type Monopitch Qty 11 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486713 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-O?GZtzQtugG9ETSpboxvq_C?5N2IOKizCa?CiCzeKqi Scale = 1:32.9 1 2 3 4 5 6 10 98 7 11 12 13 14 3x4 2x4 6x6 3x6 3x4 3x6 3x6 3x4 6x6 9-0-129-0-12 18-1-89-0-12 -1-10-8 1-10-8 5-10-0 5-10-0 12-0-3 6-2-3 18-1-8 6-1-5 1-7-63-6-01.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.86 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.04 0.23 (loc) 7-8 7-8 7 7-8 l/defl >999 >609 n/a >922 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 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* 2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 1 Row at midpt 5-7, 3-10 REACTIONS. (size) 7=Mechanical, 10=0-5-8 Max Horz 10=75(LC 7) Max Uplift 7=-317(LC 6), 10=-391(LC 6) Max Grav 7=708(LC 1), 10=843(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1423/1239, 2-10=-300/282 BOT CHORD 8-10=-1329/1417, 7-8=-1065/1155 WEBS 5-8=-305/483, 5-7=-1225/1126, 3-10=-1411/1146 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-8 to 3-1-8, Exterior(2) 3-1-8 to 13-0-4, Corner(3) 13-0-4 to 18-0-4 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=317, 10=391. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M02 Truss Type Monopitch Qty 11 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486714 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-tBqx4JQVf_O0sd1?9WS8MClBLnXX7s56REkmFezeKqh Scale = 1:37.7 1 2 3 5 4 3x4 2x4 5x6 4x6 6-0-06-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 3-0-146-6-146-3-60-3-86-6-147.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.29 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >787 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 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=155(LC 7) Max Uplift 4=-149(LC 10) Max Grav 5=371(LC 1), 4=256(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-313/80 BOT CHORD 4-5=-359/194 WEBS 2-4=-202/394 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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=149. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486715 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-tBqx4JQVf_O0sd1?9WS8MCl93nW27u_6REkmFezeKqh Scale: 1/2"=1' 1 2 4 3 2x4 2x4 3x4 3x4 6-0-06-0-0 6-0-0 6-0-0 2-4-143-10-143-7-60-3-83-10-143.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.38 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 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. (size) 4=0-5-8, 3=0-1-8 Max Horz 4=82(LC 7) Max Uplift 4=-23(LC 6), 3=-68(LC 10) Max Grav 4=228(LC 1), 3=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M04 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486716 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LNNJIfR7QHWtTncCiDzNvPHMFBrqsL1GguUJn5zeKqg Scale = 1:29.1 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-10-8 1-10-8 6-0-0 6-0-0 1-6-145-0-144-9-60-3-85-0-147.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.35 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=155(LC 10) Max Uplift 5=-25(LC 10), 4=-111(LC 10) Max Grav 5=371(LC 1), 4=234(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/177 BOT CHORD 4-5=-324/104 WEBS 2-4=-107/333 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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=111. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M05 Truss Type MONOPITCH Qty 10 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486717 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LNNJIfR7QHWtTncCiDzNvPHPEBwgsLtGguUJn5zeKqg Scale = 1:25.5 1 2 3 5 4 2x4 2x4 3x6 3x4 2-4-02-4-0 -1-10-8 1-10-8 2-4-0 2-4-0 3-0-144-5-34-1-110-3-84-5-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-5-8, 4=0-1-8 Max Horz 5=107(LC 7) Max Uplift 4=-103(LC 7) Max Grav 5=263(LC 1), 4=122(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-115/397 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486718 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-paxiV?SlBbek5xBOGwUcRdqcxbGrbpmPvYDtJXzeKqf Scale = 1:25.5 1 2 4 3 2x4 2x4 3x6 3x4 2-4-02-4-0 2-4-0 2-4-0 3-0-144-5-34-1-110-3-84-5-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-5-8, 3=0-1-8 Max Horz 4=-96(LC 8) Max Uplift 4=-28(LC 8), 3=-86(LC 7) Max Grav 4=94(LC 18), 3=145(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M07 Truss Type MONOPITCH Qty 8 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486719 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HmV4iLTNyvmbj5laqe?r_qNlS?YaKEXZ7CzQrzzeKqe Scale: 3/8"=1' 1 2 3 5 4 2x4 2x4 3x4 3x4 5-4-05-4-0 -1-10-8 1-10-8 5-4-0 5-4-0 2-10-145-6-145-3-60-3-85-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.27 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >781 n/a >999 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 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=137(LC 7) Max Uplift 5=-26(LC 6), 4=-117(LC 7) Max Grav 5=347(LC 1), 4=177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-297/109 BOT CHORD 4-5=-308/98 WEBS 2-4=-111/349 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; 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=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M08 Truss Type MONOPITCH Qty 9 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486720 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HmV4iLTNyvmbj5laqe?r_qNlH?YTKEmZ7CzQrzzeKqe Scale = 1:24.4 1 2 3 5 4 2x4 2x4 3x4 3x4 5-4-125-4-12 -1-10-8 1-10-8 5-4-12 5-4-12 1-6-04-2-63-10-140-3-84-2-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >752 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=119(LC 10) Max Uplift 5=-41(LC 10), 4=-85(LC 10) Max Grav 5=349(LC 1), 4=180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/203 BOT CHORD 4-5=-282/72 WEBS 2-4=-74/290 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss M09 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486721 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ly3SwhU?jCuSKFKmOLX4W2vufOvr3i7iMsizOPzeKqd Scale = 1:24.3 1 2 3 5 4 3x4 3x4 3x6 3x6 -1-10-8 1-10-8 5-4-0 5-4-0 1-0-144-2-33-10-110-3-84-2-37.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=146(LC 10) Max Uplift 5=-39(LC 10), 4=-86(LC 10) Max Grav 5=347(LC 1), 4=197(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-301/232 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486722 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-D9dq71UdUW0JyOvzx32J3FS6so81o99rbWSXwszeKqc Scale: 1/2"=1' 1 2 3 5 4 6 78 2x4 4x6 2x4 3x4 6-0-06-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 2-4-143-10-143.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.65 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 -0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >777 >414 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-9-8 Max Horz 5=90(LC 5) Max Uplift 4=-253(LC 8), 5=-338(LC 4) Max Grav 4=1636(LC 2), 5=2081(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/147 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=253, 5=338. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1075 lb down and 142 lb up at 0-8-12, and 1071 lb down and 146 lb up at 2-8-12, and 1071 lb down and 146 lb up at 4-8-12 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, 4-5=-20 Concentrated Loads (lb) Vert: 6=-981(F) 7=-977(F) 8=-977(F) March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T01 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486723 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-hLBCLMVGFq8AaYU9VmZYcT_AmCQWXSU?pAB4SIzeKqb Scale = 1:55.1 1 2 3 456 7 8 15 14 13 12 11 10 916 17 18 19 5x8 5x8 3x4 3x4 3x4 3x8 3x8 2x4 3x4 3x8 3x4 4x8 4x8 3x4 9-8-09-8-0 15-3-85-7-8 20-11-05-7-8 30-7-09-8-0 -1-10-8 1-10-8 4-11-4 4-11-4 9-8-0 4-8-12 15-3-8 5-7-8 20-11-0 5-7-8 25-7-12 4-8-12 30-7-0 4-11-4 2-10-147-7-27-8-142-10-147-7-26.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.95 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.06 0.04 (loc) 9-10 14-15 9 12 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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* 2-15,8-9: 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 (4-7-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-9 REACTIONS. (size) 15=0-3-8, 9=0-3-8 Max Horz 15=178(LC 7) Max Uplift 15=-153(LC 10), 9=-110(LC 11) Max Grav 15=1461(LC 2), 9=1353(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1442/318, 4-5=-1427/364, 5-6=-1427/364, 6-7=-1449/317, 2-15=-285/238 BOT CHORD 14-15=-186/1030, 12-14=-147/1246, 10-12=-94/1250, 9-10=-111/1048 WEBS 3-14=-24/372, 4-12=-133/379, 5-12=-411/187, 6-12=-136/372, 7-10=-26/363, 3-15=-1421/172, 7-9=-1434/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 25-1-10, Exterior(2E) 25-1-10 to 30-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 15=153, 9=110. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T02 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486724 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-9XlbYiWu07G1Bi3L3U4n8gXJNcpVGy782qxe_kzeKqa Scale = 1:61.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 5x8 4x6 5x6 3x4 3x4 3x6 3x6 3x4 3x8 3x6 3x8 4x6 4x6 3x4 5-3-45-3-4 12-0-06-8-12 18-7-06-7-0 25-3-126-8-12 32-3-06-11-4 -1-10-8 1-10-8 5-3-4 5-3-4 12-0-0 6-8-12 18-7-0 6-7-0 25-3-12 6-8-12 32-3-0 6-11-4 2-10-148-9-28-10-142-0-148-9-26.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-4-0,0-1-15], [7:0-3-0,0-1-8], [8:Edge,0-3-8], [9:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.65 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.04 0.05 (loc) 11-12 11-12 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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* 4-11: 2x4 SPF No.2, 2-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-11 REACTIONS. (size) 15=0-3-8, 8=0-3-8 Max Horz 15=-153(LC 8) Max Uplift 15=-174(LC 10), 8=-146(LC 11) Max Grav 15=1495(LC 2), 8=1379(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/281, 3-4=-1478/339, 4-5=-1303/355, 5-6=-1537/351, 6-7=-1725/307, 2-15=-1418/341, 7-8=-1268/251 BOT CHORD 12-14=-160/1182, 11-12=-99/1254, 9-11=-201/1483 WEBS 3-14=-438/127, 4-12=-5/285, 5-11=-0/344, 6-11=-264/183, 2-14=-116/1320, 7-9=-187/1444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 26-0-15, Interior(1) 26-0-15 to 26-9-10, Exterior(2E) 26-9-10 to 32-1-4 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, 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) 15=174, 8=146. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T03 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486725 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ekIzm2XWnROtpseYdBb0hu4Rk073?PHIHUgBXBzeKqZ Scale = 1:64.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 3x6 5x8 4x6 3x8 3x4 3x6 3x6 3x6 3x4 3x8 3x6 4x6 4x6 4x6 6x6 3x6 6-5-46-5-4 14-4-07-10-12 16-3-01-11-0 24-1-127-10-12 32-3-08-1-4 -1-10-8 1-10-8 6-5-4 6-5-4 14-4-0 7-10-12 16-3-0 1-11-0 24-1-12 7-10-12 32-3-0 8-1-4 2-10-149-11-210-0-142-0-149-11-26.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [5:0-4-0,0-1-15], [9:0-3-0,0-1-8], [10:Edge,0-3-8], [11:0-2-8,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.82 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.26 0.04 0.05 (loc) 14-16 14-16 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 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* 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS. (size) 17=0-3-8, 10=0-3-8 Max Horz 17=-166(LC 8) Max Uplift 17=-193(LC 10), 10=-162(LC 11) Max Grav 17=1506(LC 2), 10=1394(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1501/279, 3-5=-1396/328, 5-6=-1176/346, 6-8=-1414/334, 8-9=-1797/297, 2-17=-1419/330, 9-10=-1271/242 BOT CHORD 14-16=-194/1291, 13-14=-60/1168, 11-13=-181/1538 WEBS 3-16=-331/132, 5-14=-41/297, 6-13=-76/432, 8-13=-480/219, 2-16=-98/1374, 9-11=-158/1461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 6-10-1, Exterior(2R) 6-10-1 to 23-8-15, Interior(1) 23-8-15 to 26-9-10, Exterior(2E) 26-9-10 to 32-1-4 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=193, 10=162. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T04 Truss Type COMMON Qty 5 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486726 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-6wsLzOX8YlWkR0DkAv6FD5cfGPTskrwRW8Qk3dzeKqY Scale = 1:65.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x6 4x8 3x8 3x4 3x6 3x6 3x6 3x8 3x6 3x8 4x6 4x6 6x8 3x6 7-2-07-2-0 15-3-88-1-8 23-5-08-1-8 32-3-08-10-0 -1-10-8 1-10-8 7-2-0 7-2-0 15-3-8 8-1-8 23-5-0 8-1-8 32-3-0 8-10-0 2-10-1410-6-102-0-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-8,Edge], [9:Edge,0-2-0], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.79 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.04 0.06 (loc) 9-10 9-10 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size) 15=0-3-8, 9=0-3-8 Max Horz 15=-192(LC 8) Max Uplift 15=-200(LC 10), 9=-168(LC 11) Max Grav 15=1512(LC 2), 9=1400(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1553/308, 3-5=-1361/361, 5-7=-1366/365, 7-8=-1816/331, 2-15=-1410/351, 8-9=-1263/259 BOT CHORD 12-14=-172/1360, 10-12=-145/1547 WEBS 3-14=-280/139, 3-12=-311/197, 5-12=-78/767, 7-12=-566/241, 2-14=-114/1376, 8-10=-150/1441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 9-11-14, Exterior(2R) 9-11-14 to 20-7-2, Interior(1) 20-7-2 to 26-9-10, Exterior(2E) 26-9-10 to 32-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=200, 9=168. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486727 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-a6QjAkYmI2eb2AowkcdUmJ9pMporTI9bko9Ib3zeKqX Scale = 1:64.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 3x6 4x8 3x8 3x4 3x6 3x6 3x6 3x8 3x6 3x8 5x6 4x6 6x8 3x6 7-2-07-2-0 15-3-88-1-8 23-5-08-1-8 32-3-08-10-0 7-2-0 7-2-0 15-3-8 8-1-8 23-5-0 8-1-8 32-3-0 8-10-0 2-10-1410-6-102-0-146.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [7:0-3-8,Edge], [8:Edge,0-2-0], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.87 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.04 0.06 (loc) 8-9 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 6-11 REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=-164(LC 11) Max Uplift 14=-153(LC 10), 8=-164(LC 11) Max Grav 14=1408(LC 2), 8=1403(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1564/290, 2-4=-1368/356, 4-6=-1372/359, 6-7=-1821/321, 1-14=-1306/257, 7-8=-1266/258 BOT CHORD 11-13=-210/1354, 9-11=-195/1552 WEBS 2-13=-283/168, 2-11=-325/202, 4-11=-77/775, 6-11=-565/244, 1-13=-189/1383, 7-9=-171/1445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-11-14, Exterior(2R) 9-11-14 to 20-7-2, Interior(1) 20-7-2 to 26-9-10, Exterior(2E) 26-9-10 to 32-1-4 zone;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) except (jt=lb) 14=153, 8=164. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T06 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486728 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-WVYUbQa1qguJITxJs1gyrkE7_dT1x5etC6eOgyzeKqV Scale = 1:104.2 1 2 34 5 67 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 6x16 4x6 8x8 5x8 4x6 3x8 MT18HS 5x10 MT18HS4x8 6x8 4x6 4x6 4x6 10x10 8x10 8x8 4x6 6x8 6x6 5x10 MT18HS 8x8 3x8 MT18HS5x16 MT18HS 5-4-115-4-11 12-11-47-6-9 20-4-97-5-5 27-8-117-4-1 37-7-89-10-13 46-0-08-4-8 54-7-08-7-0 -1-10-8 1-10-8 5-4-11 5-4-11 12-11-4 7-6-9 20-4-9 7-5-5 27-8-11 7-4-1 31-0-0 3-3-5 37-7-8 6-7-8 46-0-0 8-4-8 54-7-0 8-7-0 2-10-145-5-810-6-102-0-145-5-86.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [4:0-2-8,0-2-0], [6:0-2-8,0-2-0], [7:0-2-4,0-4-4], [13:0-3-8,Edge], [14:0-2-8,0-3-0], [19:0-2-8,0-2-0], [21:0-2-8,0-3-0], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.95 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.74 -1.34 0.21 0.49 (loc) 16-17 16-17 13 17-19 l/defl >879 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-17,8-16: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 1 Row at midpt 7-17, 11-16 2 Rows at 1/3 pts 8-16 REACTIONS. (size) 23=0-5-8, 13=0-3-8 Max Horz 23=-188(LC 8) Max Uplift 23=-419(LC 10), 13=-201(LC 10) Max Grav 23=2444(LC 2), 13=2378(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2521/431, 3-4=-4579/771, 4-6=-5956/936, 6-7=-6300/912, 7-8=-7016/1038, 8-9=-3175/602, 9-11=-3200/595, 11-12=-3373/533, 2-23=-2370/474, 12-13=-2239/385 BOT CHORD 21-22=-390/2195, 19-21=-747/4578, 17-19=-914/5956, 16-17=-625/4637, 14-16=-334/2939 WEBS 3-22=-834/228, 3-21=-432/2882, 4-21=-1353/336, 4-19=-202/1669, 6-19=-715/196, 6-17=-75/501, 7-17=-3317/561, 8-17=-537/3785, 8-16=-2679/554, 9-16=-299/2415, 11-16=-362/238, 11-14=-362/179, 2-22=-331/2424, 12-14=-349/2839 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-7-0, Exterior(2R) 3-7-0 to 10-10-3, Interior(1) 10-10-3 to 32-2-0, Exterior(2R) 32-2-0 to 43-1-0, Interior(1) 43-1-0 to 48-11-12, Exterior(2E) 48-11-12 to 54-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=419, 13=201. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486729 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-_h6spmafbz0AvdWVPkBBOxnHV1rUgYt1QmOyCOzeKqU Scale = 1:104.5 1 2 34 5 67 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 6x16 4x6 5x8 4x6 5x10 MT18HS 3x8 MT18HS4x8 5x8 4x6 4x6 4x6 3x6 8x10 8x8 4x6 6x8 8x8 5x10 MT18HS 8x8 3x8 MT18HS5x16 MT18HS 7-8-117-8-11 15-1-97-4-15 22-7-127-6-3 30-0-117-4-15 37-7-87-6-13 46-0-08-4-8 54-7-08-7-0 -1-10-8 1-10-8 7-8-11 7-8-11 15-1-9 7-4-15 22-7-12 7-6-3 30-0-11 7-4-15 37-7-8 7-6-13 46-0-0 8-4-8 54-7-0 8-7-0 2-10-146-7-810-6-102-0-146-7-86.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [3:0-8-0,0-2-2], [4:0-2-8,0-2-0], [6:0-2-8,0-2-0], [12:0-3-8,Edge], [13:0-2-8,0-3-0], [16:0-2-8,0-1-8], [18:0-2-8,0-2-0], [19:0-2-8,0-2-8], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.80 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.90 0.20 0.34 (loc) 16-18 16-18 12 16-18 l/defl >999 >724 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-15: 2x4 SPF 2100F 1.8E, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-9 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 4-19, 6-16, 7-15, 10-15 REACTIONS. (size) 22=0-5-8, 12=0-3-8 Max Horz 22=-188(LC 8) Max Uplift 22=-419(LC 10), 12=-201(LC 10) Max Grav 22=2528(LC 2), 12=2408(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2934/495, 3-4=-4297/724, 4-6=-5205/812, 6-7=-5227/832, 7-8=-3235/611, 8-10=-3244/614, 10-11=-3424/544, 2-22=-2413/509, 11-12=-2273/392 BOT CHORD 19-21=-413/2563, 18-19=-653/4295, 16-18=-743/5205, 15-16=-679/5230, 13-15=-343/2985 WEBS 3-21=-601/205, 3-19=-316/2274, 4-19=-1171/292, 4-18=-123/1184, 6-18=-523/169, 7-16=-6/356, 7-15=-3146/566, 8-15=-291/2433, 10-15=-369/233, 10-13=-353/185, 2-21=-322/2632, 11-13=-357/2887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-7-0, Exterior(2R) 3-7-0 to 13-2-3, Interior(1) 13-2-3 to 32-2-0, Exterior(2R) 32-2-0 to 43-1-0, Interior(1) 43-1-0 to 48-11-12, Exterior(2E) 48-11-12 to 54-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=419, 12=201. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486730 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-w4EcERcv7bHu9xguX9DfTMsedqXW8SVKu3t3GHzeKqS Scale = 1:106.3 1 2 3 45 6 78 9 10 1112 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 8x8 4x6 8x8 6x6 4x6 3x8 MT18HS3x6 4x10 4x8 4x6 3x8 2x4 8x10 2x4 8x8 4x8 4x6 6x8 3x6 5x10 MT18HS 5x10 MT18HS 8x8 3x8 MT18HS 3x16 MT18HS 10-0-1110-0-11 17-5-97-4-15 24-11-127-6-3 32-4-117-4-15 36-9-124-5-1 38-5-41-7-8 46-4-147-11-10 54-7-08-2-2 -1-10-8 1-10-8 5-1-9 5-1-9 10-0-11 4-11-1 17-5-9 7-4-15 24-11-12 7-6-3 32-4-11 7-4-15 36-9-12 4-5-1 38-5-4 1-7-8 46-4-14 7-11-10 54-7-0 8-2-2 2-10-147-9-810-0-010-1-122-0-1410-0-06.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-2-0], [14:0-3-8,Edge], [15:0-2-8,0-3-0], [18:0-2-8,Edge], [22:0-2-8,0-2-0], [24:0-2-8,0-1-8], [25:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.70 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.74 0.19 0.27 (loc) 19-21 19-21 14 19-21 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-22,5-21,8-21,8-18,3-25: 2x4 SPF No.2, 2-25,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-5 max.): 4-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 8-21, 8-18, 9-17, 12-17, 3-25 REACTIONS. (size) 25=0-5-8, 14=0-3-8 Max Horz 25=182(LC 7) Max Uplift 25=-416(LC 10), 14=-190(LC 10) Max Grav 25=2547(LC 2), 14=2402(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3058/565, 4-5=-3939/710, 5-7=-4480/762, 7-8=-4482/764, 8-9=-3395/684, 9-10=-2851/628, 10-12=-3285/638, 12-13=-3380/560, 2-25=-312/246, 13-14=-2271/403 BOT CHORD 24-25=-394/2097, 22-24=-385/2707, 21-22=-560/3937, 19-21=-505/4280, 18-19=-504/4284, 17-18=-295/2981, 15-17=-361/2947 WEBS 3-24=-81/857, 4-24=-303/175, 4-22=-273/1748, 5-22=-985/275, 5-21=-76/763, 7-21=-510/225, 8-21=-136/381, 8-19=0/346, 8-18=-2558/455, 9-18=-369/2075, 9-17=-828/215, 10-17=-146/1143, 12-17=-277/215, 12-15=-396/191, 3-25=-2906/467, 13-15=-378/2864 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-7-0, Interior(1) 3-7-0 to 4-7-3, Exterior(2R) 4-7-3 to 15-6-3, Interior(1) 15-6-3 to 32-4-11, Exterior(2R) 32-4-11 to 43-10-12, Interior(1) 43-10-12 to 48-11-12, Exterior(2E) 48-11-12 to 54-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=416, 14=190. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T09 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486731 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-PGn_RndXuuPln5F45tku0aPrPErKtx1T7jccpjzeKqR Scale = 1:100.6 1 2 3 4 56789 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 5x6 4x6 8x8 3x8 MT18HS 5x10 MT18HS 4x6 4x8 4x8 4x6 4x6 4x6 4x6 4x6 4x8 4x6 4x8 8x8 3x8 MT18HS 5x6 5x10 MT18HS 3x16 MT18HS 6-2-26-2-2 12-1-125-11-10 21-8-49-6-8 31-2-129-6-8 40-9-49-6-8 46-8-145-11-10 52-11-06-2-2 -1-10-8 1-10-8 6-2-2 6-2-2 12-1-12 5-11-10 19-3-10 7-1-14 26-5-8 7-1-14 33-7-6 7-1-14 40-9-4 7-1-14 46-8-14 5-11-10 52-11-0 6-2-2 2-10-148-10-08-11-122-10-148-10-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [11:Edge,0-2-4], [13:0-2-8,0-2-0], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.86 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.66 0.17 0.18 (loc) 14-16 14-16 12 16-18 l/defl >999 >957 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 267 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-20,8-14: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-18, 6-16, 8-14 REACTIONS. (size) 22=0-5-8, 12=0-3-8 Max Horz 22=190(LC 7) Max Uplift 22=-219(LC 7), 12=-206(LC 6) Max Grav 22=2456(LC 2), 12=2351(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2613/413, 3-4=-2990/497, 4-5=-2617/484, 5-6=-3651/575, 6-8=-3653/575, 8-9=-2624/485, 9-10=-2999/501, 10-11=-2625/409, 2-22=-2350/447, 11-12=-2245/349 BOT CHORD 20-21=-338/2273, 18-20=-504/3479, 16-18=-528/3750, 14-16=-457/3482, 13-14=-220/2291 WEBS 3-21=-775/152, 3-20=-121/575, 4-20=-57/989, 5-20=-1382/297, 5-18=-4/674, 6-18=-301/140, 6-16=-298/141, 8-16=-5/671, 8-14=-1378/298, 9-14=-65/997, 10-14=-122/567, 10-13=-782/178, 2-21=-214/2421, 11-13=-277/2436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 4-7-13, Exterior(2R) 4-7-13 to 19-7-11, Interior(1) 19-7-11 to 33-3-5, Exterior(2R) 33-3-5 to 47-5-10, Exterior(2E) 47-5-10 to 52-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=219, 12=206. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T10 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486732 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LfvlsTenQWfT0OPTCHnM5?UFB2Y_Lqnma15jtczeKqP Scale = 1:101.1 1 2 3 4567 8 910 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 8x8 4x6 3x8 MT18HS3x6 5x8 5x12 2x4 2x4 4x8 2x4 5x12 8x8 3x6 5x8 3x4 5x10 MT18HS 5x10 MT18HS 3x4 4x6 3x8 MT18HS3x16 MT18HS 9-9-129-9-12 18-1-08-3-4 26-5-88-4-8 34-10-08-4-8 43-1-48-3-4 52-11-09-9-12 -1-10-8 1-10-8 4-6-0 4-6-0 9-9-12 5-3-12 18-1-0 8-3-4 26-5-8 8-4-8 34-10-0 8-4-8 43-1-4 8-3-4 48-5-0 5-3-12 52-11-0 4-6-0 54-9-8 1-10-8 2-10-147-8-07-9-122-10-147-8-06.00 12 Plate Offsets (X,Y)-- [14:Edge,0-2-12], [15:0-2-8,0-1-8], [22:0-2-8,0-1-8], [23:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.78 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.64 0.19 0.23 (loc) 17-19 17-19 14 19 l/defl >999 >994 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-20,7-20,7-17,10-17: 2x4 SPF No.2 2-23,3-23,12-14,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 1 Row at midpt 7-20, 7-17, 3-23, 11-14 REACTIONS. (size) 23=0-5-8, 14=0-3-8 Max Horz 23=-169(LC 8) Max Uplift 23=-264(LC 7), 14=-264(LC 6) Max Grav 23=2457(LC 2), 14=2457(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2930/452, 4-5=-3923/640, 5-7=-3922/639, 7-9=-3922/639, 9-10=-3923/640, 10-11=-2930/452, 2-23=-299/240, 12-14=-299/240 BOT CHORD 22-23=-329/1887, 20-22=-374/2600, 19-20=-650/4383, 17-19=-650/4383, 15-17=-286/2600, 14-15=-189/1887 WEBS 3-22=-123/978, 4-22=-346/199, 4-20=-363/1810, 5-20=-559/255, 7-20=-649/124, 7-19=0/470, 7-17=-649/123, 9-17=-559/256, 10-17=-363/1810, 10-15=-346/199, 11-15=-124/978, 3-23=-2729/328, 11-14=-2729/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 17-3-11, Interior(1) 17-3-11 to 35-7-5, Exterior(2R) 35-7-5 to 49-5-14, Exterior(2E) 49-5-14 to 54-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=264, 14=264. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486733 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-H11VH9g2y7vBFiZrKipqAQaWOrCCpk931LaqyUzeKqN Scale = 1:103.0 1 2 34 5 67 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 6x16 4x6 8x8 6x10 8x8 6x16 3x8 MT18HS 3x6 4x8 4x8 4x6 3x6 4x6 10x10 6x10 4x8 8x8 3x8 MT18HS 8x8 3x8 MT18HS3x16 MT18HS 7-5-127-5-12 15-10-118-4-15 24-4-138-6-3 32-9-128-4-15 37-5-44-7-8 45-5-48-0-0 52-11-07-5-12 -1-10-8 1-10-8 7-5-12 7-5-12 15-10-11 8-4-15 24-4-13 8-6-3 32-9-12 8-4-15 35-1-8 2-3-12 37-5-4 2-3-12 45-5-4 8-0-0 52-11-0 7-5-12 54-9-8 1-10-8 2-10-146-6-07-9-102-10-146-6-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [3:0-8-0,0-2-2], [4:0-2-8,0-2-0], [6:0-2-8,0-2-0], [10:0-8-0,0-2-2], [11:0-2-12,0-2-4], [14:0-2-8,0-2-0], [18:0-2-8,0-1-8], [20:0-2-8,0-2-0], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -0.99 0.18 0.34 (loc) 17-18 17-18 13 17-18 l/defl >999 >638 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 273 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-20,4-18,6-17,8-17,8-16: 2x4 SPF No.2, 2-23,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-11 max.): 3-7, 9-10. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 1 Row at midpt 6-17, 7-17, 9-16 REACTIONS. (size) 23=0-5-8, 13=0-3-8 Max Horz 23=-170(LC 8) Max Uplift 23=-407(LC 10), 13=-258(LC 11) Max Grav 23=2441(LC 2), 13=2423(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2798/466, 3-4=-4305/723, 4-6=-5088/785, 6-7=-4665/743, 7-8=-5174/859, 8-9=-4558/813, 9-10=-4111/703, 10-11=-2781/487, 2-23=-2335/487, 11-13=-2320/503 BOT CHORD 20-22=-337/2445, 18-20=-596/4304, 17-18=-659/5088, 16-17=-350/3729, 14-16=-204/2432 WEBS 3-22=-588/208, 3-20=-346/2308, 4-20=-1059/306, 4-18=-98/966, 6-18=-336/164, 6-17=-665/186, 7-17=-2460/483, 8-17=-523/3120, 8-16=-273/1203, 9-16=-2222/490, 10-16=-305/2112, 10-14=-585/188, 2-22=-308/2525, 11-14=-250/2515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 12-9-6, Interior(1) 12-9-6 to 32-9-12, Exterior(2R) 32-9-12 to 35-1-8, Exterior(2E) 35-1-8 to 37-5-4, Interior(1) 37-5-4 to 40-1-10, Exterior(2R) 40-1-10 to 49-5-14, Exterior(2E) 49-5-14 to 54-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=407, 13=258. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486734 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lEbtUVhgjR11ts82tQK3jd6hKFYEY9GCG?KNUwzeKqM Scale = 1:103.2 1 2 3 4 5 67 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 8x8 8x10 5x12 8x8 4x6 5x8 8x10 6x16 3x8 MT18HS 3x16 MT18HS4x8 6x6 10x10 4x10 2x4 8x10 2x4 8x8 5x8 4x8 6x6 5x6 6x6 3x16 MT18HS5x16 MT18HS 5-1-125-1-12 9-5-124-4-0 14-5-44-11-8 22-10-08-4-12 31-2-128-4-12 35-1-83-10-12 39-9-44-7-12 47-9-48-0-0 52-11-05-1-12 -1-10-8 1-10-8 5-1-12 5-1-12 9-5-12 4-4-0 12-4-0 2-10-4 14-5-4 2-1-4 22-10-0 8-4-12 31-2-12 8-4-12 35-1-8 3-10-12 39-9-4 4-7-12 47-9-4 8-0-0 52-11-0 5-1-12 54-9-8 1-10-8 2-10-145-4-06-10-145-8-117-9-102-10-145-8-116.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [12:0-8-0,0-2-2], [13:0-2-12,0-2-4], [15:Edge,0-3-8], [16:0-2-8,0-2-0], [17:0-2-8,0-2-8], [25:0-2-8,0-3-0], [26:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.88 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -1.20 0.21 0.45 (loc) 20-22 20-22 15 20-22 l/defl >989 >527 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-24,10-19,9-19: 2x4 SPF No.2, 2-27,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-6 max.): 3-4, 6-9, 11-12. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 1 Row at midpt 6-24, 9-22, 11-19, 9-19 REACTIONS. (size) 27=0-5-8, 15=0-3-8 Max Horz 27=-170(LC 8) Max Uplift 27=-407(LC 10), 15=-258(LC 11) Max Grav 27=2379(LC 2), 15=2369(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2342/406, 3-4=-3483/606, 4-5=-3659/629, 5-6=-4781/826, 6-7=-5620/873, 7-9=-5618/873, 9-10=-4106/718, 10-11=-4115/722, 11-12=-4480/763, 12-13=-2361/438, 2-27=-2303/464, 13-15=-2315/487 BOT CHORD 25-26=-313/2070, 24-25=-519/3452, 22-24=-639/4420, 20-22=-644/5403, 19-20=-643/5408, 17-19=-515/4455, 16-17=-190/2092 WEBS 3-26=-871/211, 3-25=-319/2134, 4-25=-1497/282, 4-24=-264/120, 5-24=-594/3648, 6-24=-3033/583, 6-22=-182/1424, 7-22=-669/284, 9-22=-157/451, 9-20=0/320, 10-19=-526/3456, 11-19=-1223/254, 11-17=-1238/298, 12-17=-390/2810, 12-16=-843/207, 2-26=-311/2287, 13-16=-258/2324, 9-19=-3049/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 5-1-12, Exterior(2E) 5-1-12 to 9-5-12, Exterior(2R) 9-5-12 to 12-4-0, Exterior(2E) 12-4-0 to 14-5-4, Interior(1) 14-5-4 to 31-2-12, Exterior(2R) 31-2-12 to 35-1-8, Exterior(2E) 35-1-8 to 39-9-4, Interior(1) 39-9-4 to 42-5-10, Exterior(2R) 42-5-10 to 49-5-14, Exterior(2E) 49-5-14 to 54-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=407, 15=258. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486735 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-hcievBiwF2Hl69HQ?rMXo2C_v3I?03FVkJpUZpzeKqK Scale = 1:79.7 1 2 3 45 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 5x6 5x12 5x12 6x6 3x6 4x6 3x16 MT18HS6x10 2x4 4x8 2x4 2x4 6x10 3x6 4x8 6x8 4x6 5x6 3x16 MT18HS 8-0-08-0-0 13-0-05-0-0 18-6-05-6-0 24-0-05-6-0 30-9-86-9-8 37-6-06-8-8 43-7-06-1-0 -1-10-8 1-10-8 8-0-0 8-0-0 13-0-0 5-0-0 18-6-0 5-6-0 24-0-0 5-6-0 30-9-8 6-9-8 37-6-0 6-8-8 43-7-0 6-1-0 45-5-8 1-10-8 2-10-146-10-144-3-57-9-101-4-144-3-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-6-0,0-2-2], [6:0-6-0,0-2-2], [10:0-3-0,0-1-12], [12:Edge,0-3-8], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.60 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.75 0.14 0.34 (loc) 16-17 16-17 12 16-17 l/defl >999 >691 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4,7-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-20,2-21,10-12: 2x4 SPF-S Stud, 6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-10 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. WEBS 1 Row at midpt 4-20, 6-14 REACTIONS. (size) 21=0-5-8, 12=0-3-8 Max Horz 21=-178(LC 8) Max Uplift 21=-350(LC 10), 12=-193(LC 11) Max Grav 21=1853(LC 1), 12=1853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2018/395, 3-4=-1974/418, 4-5=-4612/787, 5-6=-4612/787, 6-7=-2428/506, 7-9=-2424/510, 9-10=-2505/455, 2-21=-1777/436, 10-12=-1789/428 BOT CHORD 19-20=-645/3856, 17-19=-644/3858, 16-17=-683/4591, 14-16=-685/4589, 13-14=-239/2170 WEBS 3-20=-168/1336, 4-20=-2767/504, 4-17=-125/932, 5-17=-451/185, 6-14=-2913/567, 7-14=-227/1696, 9-13=-292/142, 2-20=-208/1712, 10-13=-304/2096 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 8-0-0, Exterior(2E) 8-0-0 to 13-0-0, Interior(1) 13-0-0 to 25-5-14, Exterior(2R) 25-5-14 to 36-1-2, Interior(1) 36-1-2 to 40-1-14, Exterior(2E) 40-1-14 to 45-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=350, 12=193. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T14 Truss Type Common Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486736 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ApG06WjY?MPckJscZYumKGkFeSbplcCeyzY15FzeKqJ Scale = 1:50.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 3x4 4x6 3x6 3x6 3x4 3x12 3x4 3x8 3x8 4x8 3x4 8-4-38-4-3 16-8-138-4-10 25-4-08-7-3 5-9-0 5-9-0 12-6-8 6-9-8 19-4-0 6-9-8 25-4-0 6-0-0 27-2-8 1-10-8 1-6-67-9-101-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.82 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.27 0.05 0.05 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 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* 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-8 REACTIONS. (size) 12=Mechanical, 8=0-3-8 Max Horz 12=-130(LC 11) Max Uplift 12=-126(LC 10), 8=-174(LC 11) Max Grav 12=1091(LC 2), 8=1200(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1369/353, 3-5=-1380/347, 6-8=-336/203 BOT CHORD 11-12=-186/1222, 9-11=-19/937, 8-9=-113/1216 WEBS 3-11=-91/498, 3-9=-90/517, 2-12=-1331/280, 5-8=-1326/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-8-0, Interior(1) 5-8-0 to 7-2-14, Exterior(2R) 7-2-14 to 17-10-2, Interior(1) 17-10-2 to 21-10-14, Exterior(2E) 21-10-14 to 27-2-8 zone; end vertical 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=126, 8=174. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T15 Truss Type Common Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486737 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-e?qOKskAmfXTMTRp6GP?tTHQNsx2U3NoBdIadizeKqI Scale = 1:50.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x4 3x8 3x4 3x8 3x4 4x8 4x8 3x4 8-7-38-7-3 16-11-138-4-11 25-7-08-7-3 -1-10-8 1-10-8 6-0-0 6-0-0 12-9-8 6-9-8 19-7-0 6-9-8 25-7-0 6-0-0 27-5-8 1-10-8 1-4-147-9-101-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.82 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 0.05 0.05 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 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* 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size) 14=0-3-8, 10=0-3-8 Max Horz 14=136(LC 9) Max Uplift 14=-175(LC 10), 10=-175(LC 11) Max Grav 14=1206(LC 2), 10=1206(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1392/344, 5-7=-1392/344, 2-14=-336/203, 8-10=-336/203 BOT CHORD 13-14=-186/1253, 11-13=-19/950, 10-11=-110/1226 WEBS 5-11=-90/514, 5-13=-90/514, 3-14=-1337/242, 7-10=-1337/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 7-5-14, Exterior(2R) 7-5-14 to 18-1-2, Interior(1) 18-1-2 to 22-1-14, Exterior(2E) 22-1-14 to 27-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=175, 10=175. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T16 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486738 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-e?qOKskAmfXTMTRp6GP?tTHT8s13U65oBdIadizeKqI Scale = 1:49.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x12 4x6 3x4 3x4 3x6 3x6 3x4 4x8 3x6 3x6 4x6 3x4 4x6 6-1-46-1-4 12-0-05-10-12 13-7-01-7-0 19-5-125-10-12 25-7-06-1-4 -1-10-8 1-10-8 6-1-4 6-1-4 12-0-0 5-10-12 13-7-0 1-7-0 19-5-12 5-10-12 25-7-0 6-1-4 27-5-8 1-10-8 1-4-147-3-27-4-141-4-147-3-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-6-0,0-0-15], [7:0-3-0,0-1-12], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.44 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.03 0.04 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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* 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 15=0-3-8, 9=0-3-8 Max Horz 15=130(LC 9) Max Uplift 15=-170(LC 10), 9=-170(LC 11) Max Grav 15=1133(LC 1), 9=1133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1353/245, 3-4=-1096/268, 4-5=-905/276, 5-6=-1098/268, 6-7=-1352/245, 2-15=-1075/302, 7-9=-1075/302 BOT CHORD 12-14=-143/1140, 11-12=-14/903, 10-11=-64/1139 WEBS 3-12=-321/158, 4-12=-48/262, 5-11=-49/266, 6-11=-318/158, 2-14=-105/1077, 7-10=-105/1075 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 21-0-15, Interior(1) 21-0-15 to 22-1-14, Exterior(2E) 22-1-14 to 27-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=170, 9=170. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T17 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486739 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-6BOmXClpXzfKzd0?gzwEQhpbJGFtDZwxQH1898zeKqH Scale = 1:48.6 1 2 3 4 5 6 7 8 13 12 11 10 914 4x6 5x8 3x4 3x8 3x8 3x4 3x8 3x4 5x8 5x8 3x4 9-8-09-8-0 15-11-06-3-0 25-7-09-8-0 -1-10-8 1-10-8 4-11-4 4-11-4 9-8-0 4-8-12 15-11-0 6-3-0 20-7-12 4-8-12 25-7-0 4-11-4 27-5-8 1-10-8 1-4-146-1-26-2-141-4-146-1-26.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.85 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.05 0.03 (loc) 9-10 9-10 9 10-12 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=-116(LC 8) Max Uplift 13=-152(LC 10), 9=-152(LC 11) Max Grav 13=1190(LC 2), 9=1195(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1328/265, 4-5=-1143/271, 5-6=-1339/265, 2-13=-325/194, 7-9=-325/194 BOT CHORD 12-13=-138/1117, 10-12=-1/1152, 9-10=-82/1125 WEBS 4-12=0/296, 5-10=0/316, 3-13=-1203/228, 6-9=-1213/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 22-1-14, Exterior(2E) 22-1-14 to 27-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=152, 9=152. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T18 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486740 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aOy9lYlRIHnBbnbBEgRTyuMrcgnOy4T5exnhiazeKqG Scale = 1:33.8 1 2 34 7 65 8 4x10 2x4 2x4 3x4 3x6 3x4 4-3-74-3-7 6-0-01-8-9 -1-10-8 1-10-8 4-3-7 4-3-7 6-0-0 1-8-9 3-0-145-5-35-6-145-1-110-3-85-5-37.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8, 5=0-1-8 Max Horz 7=131(LC 7) Max Uplift 7=-23(LC 10), 5=-85(LC 10) Max Grav 7=371(LC 1), 5=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-337/89 BOT CHORD 6-7=-254/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 4-3-7, Exterior(2E) 4-3-7 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T19 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486741 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-2aWXyum33av2DxAOoOyiV6v?n374hYmEtbWFE0zeKqF Scale = 1:28.5 1 2 34 7 65 4x10 2x4 2x4 3x4 3x6 3x4 2-6-142-6-14 6-0-03-5-2 -1-10-8 1-10-8 2-6-14 2-6-14 6-0-0 3-5-2 3-0-144-5-34-6-144-1-110-3-84-5-37.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8, 5=0-1-8 Max Horz 7=176(LC 7) Max Uplift 7=-73(LC 10), 5=-99(LC 7) Max Grav 7=371(LC 1), 5=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-356/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486742 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-2aWXyum33av2DxAOoOyiV6v_R36?hYkEtbWFE0zeKqF Scale = 1:23.5 1 2 3 4 5 8 76 4x10 2x4 3x4 3x4 4x8 3x6 3x4 4-8-04-8-0 6-0-01-4-0 -1-10-8 1-10-8 0-10-5 0-10-5 4-8-0 3-9-11 6-0-0 1-4-0 3-0-143-5-33-10-143-7-60-3-83-10-143-5-37.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.16 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6,2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-5-8, 6=0-1-8 Max Horz 8=98(LC 7) Max Uplift 8=-76(LC 10), 6=-60(LC 10) Max Grav 8=371(LC 1), 6=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-114/334, 2-8=-320/619 WEBS 3-8=-333/112 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T21 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486743 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Wm4vAEnhqu1vq4laL5Tx1JR6ITL4QwVO6FGomTzeKqE Scale: 1/4"=1' 1 2 345 6 7 13 12 11 10 9 8 14 15 16 17 4x8 4x8 2x4 3x6 3x8 2x4 3x8 4x6 2x4 4x6 3x8 6-0-06-0-0 12-9-06-9-0 19-6-06-9-0 25-6-06-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 12-9-0 6-9-0 19-6-0 6-9-0 25-6-0 6-0-0 27-4-8 1-10-8 3-0-146-5-36-6-143-0-146-5-37.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-11], [5:0-4-0,0-1-11], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.62 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.03 0.03 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 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* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS. (size) 13=0-3-8, 8=0-3-8 Max Horz 13=222(LC 9) Max Uplift 13=-112(LC 10), 8=-112(LC 11) Max Grav 13=1212(LC 2), 8=1212(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/226, 3-4=-827/235, 4-5=-827/235, 5-6=-1033/226, 2-13=-1128/260, 6-8=-1128/260 BOT CHORD 10-12=-213/1219, 9-10=-213/1219 WEBS 4-12=-561/168, 4-10=0/370, 4-9=-561/167, 2-12=-93/894, 6-9=-94/894 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 22-0-14, Exterior(2E) 22-0-14 to 27-4-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=112, 8=112. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T22 Truss Type COMMON Qty 7 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486744 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-_zeHNaoJbCAmSEKmvp_AaX_MIths9MCXLv?LIvzeKqD Scale = 1:42.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 3x4 3x4 3x8 3x4 3x8 3x4 3x8 3x8 3x4 7-5-137-5-13 14-9-37-3-5 22-3-07-5-13 -1-10-8 1-10-8 5-6-0 5-6-0 11-1-8 5-7-8 16-9-0 5-7-8 22-3-0 5-6-0 24-1-8 1-10-8 1-4-05-11-101-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.59 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.04 0.04 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=-57(LC 11) Max Uplift 12=-162(LC 10), 8=-162(LC 11) Max Grav 12=1051(LC 2), 8=1051(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1279/322, 4-5=-1279/322, 2-12=-318/202, 6-8=-318/202 BOT CHORD 10-12=-161/1157, 9-10=-35/914, 8-9=-134/1157 WEBS 4-9=-66/427, 4-10=-66/427, 3-12=-1227/249, 5-8=-1227/249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 5-9-14, Exterior(2R) 5-9-14 to 16-5-2, Interior(1) 16-5-2 to 18-9-14, Exterior(2E) 18-9-14 to 24-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=162, 8=162. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T23 Truss Type Common Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486745 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-S9BfbwoxMVId4OuzTWWP7kXWKH1WuhOgZZlvrLzeKqC Scale = 1:38.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 2x4 3x4 3x4 3x6 3x4 3x6 3x4 3x8 3x6 7-5-137-5-13 14-9-37-3-6 19-7-04-9-13 -1-10-8 1-10-8 5-6-0 5-6-0 11-1-8 5-7-8 16-9-0 5-7-8 19-7-0 2-10-0 1-4-05-11-102-5-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.62 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.02 0.03 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 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* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 7=Mechanical Max Horz 11=118(LC 10) Max Uplift 11=-153(LC 10), 7=-90(LC 11) Max Grav 11=941(LC 2), 7=834(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1071/304, 4-5=-846/257, 2-11=-313/213 BOT CHORD 10-11=-258/984, 8-10=-140/697, 7-8=-159/605 WEBS 4-10=-64/465, 5-8=0/271, 3-11=-1035/227, 5-7=-958/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 5-9-14, Exterior(2R) 5-9-14 to 14-1-10, Exterior(2E) 14-1-10 to 19-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 11=153. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T24 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486746 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-xLl2oFpZ7pQUhYT91E1efy3grhQbdDOqoDUSNozeKqB Scale = 1:45.8 1 2 345 6 7 13 12 11 10 9 8 14 15 4x8 4x8 3x4 3x4 3x8 2x4 3x8 5x6 3x4 5x6 3x8 6-0-106-0-10 11-11-85-10-14 17-10-65-10-14 23-11-06-0-10 -1-10-8 1-10-8 6-0-10 6-0-10 11-11-8 5-10-14 17-10-6 5-10-14 23-11-0 6-0-10 25-9-8 1-10-8 1-8-05-0-115-2-61-8-05-0-117.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-11], [5:0-4-0,0-1-11], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.44 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 0.02 0.04 (loc) 10 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 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* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 8=0-3-8 Max Horz 13=-170(LC 8) Max Uplift 13=-113(LC 10), 8=-113(LC 11) Max Grav 13=1066(LC 1), 8=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/207, 3-4=-868/219, 4-5=-868/219, 5-6=-1101/207, 2-13=-1012/250, 6-8=-1012/250 BOT CHORD 10-12=-184/1199, 9-10=-184/1199 WEBS 3-12=0/289, 4-12=-476/157, 4-9=-476/156, 5-9=0/289, 2-12=-96/818, 6-9=-98/818 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=113, 8=113. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T25 Truss Type Hip Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486747 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-PXJQ?bqCu7YKJi2LaxYtC9cm?4ggMmqz1tE0vEzeKqA Scale = 1:45.8 1 2 3 4 5 6 11 10 9 8 7 12 13 14 5x8 5x8 3x4 3x6 3x6 3x8 6x8 3x4 6x8 7-9-37-9-3 16-1-138-4-9 23-11-07-9-3 -1-10-8 1-10-8 7-9-3 7-9-3 16-1-13 8-4-9 23-11-0 7-9-3 25-9-8 1-10-8 1-8-06-0-116-2-61-8-06-0-117.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-8,0-2-0], [4:0-4-8,0-2-0], [5:0-3-8,Edge], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.71 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.02 0.02 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2, 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=-196(LC 8) Max Uplift 11=-130(LC 10), 7=-130(LC 11) Max Grav 11=1132(LC 2), 7=1122(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1226/212, 3-4=-957/241, 4-5=-1208/212, 2-11=-1021/258, 5-7=-1009/257 BOT CHORD 10-11=-174/329, 8-10=-109/972 WEBS 3-10=0/278, 4-8=-11/252, 2-10=-97/838, 5-8=-99/821 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=130, 7=130. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T26 Truss Type Hip Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486748 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-tktoDxrqfQgBxsdX8f36kN9_TU?n53d7FXzZRgzeKq9 Scale = 1:45.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 4x8 5x8 3x6 3x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 9-5-139-5-13 14-5-34-11-7 23-11-09-5-13 -1-10-8 1-10-8 4-10-2 4-10-2 9-5-13 4-7-10 14-5-3 4-11-7 19-0-14 4-7-10 23-11-0 4-10-2 25-9-8 1-10-8 1-8-07-0-117-2-61-8-07-0-117.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-11], [5:0-4-0,0-1-11] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.78 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.43 0.03 0.02 (loc) 9-10 9-10 9 10-12 l/defl >999 >659 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=-222(LC 8) Max Uplift 13=-144(LC 10), 9=-144(LC 11) Max Grav 13=1127(LC 17), 9=1131(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1071/239, 4-5=-873/244, 5-6=-1077/239, 2-13=-347/165, 7-9=-347/165 BOT CHORD 12-13=-115/960, 10-12=0/879, 9-10=-48/868 WEBS 4-12=-7/298, 5-10=-23/332, 3-13=-1009/162, 6-9=-1015/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=144, 9=144. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T27 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486749 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LwRAQHsSQko2Y?CkiMaLHahBPuSUqeDGUBj6_7zeKq8 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 5x8 4x8 4x6 4x6 5x8 3x4 3x4 3x6 4x8 4x8 3x6 5x6 3x4 5x6 6-0-106-0-10 10-11-54-10-11 14-7-113-8-6 17-10-63-2-11 23-11-06-0-10 -1-10-8 1-10-8 6-0-10 6-0-10 10-11-5 4-10-11 12-9-8 1-10-3 14-7-11 1-10-3 17-10-6 3-2-11 23-11-0 6-0-10 25-9-8 1-10-8 1-8-05-0-115-11-101-8-05-0-117.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-11], [7:0-4-0,0-1-11], [8:0-3-0,0-1-12], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.37 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.04 (loc) 13 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 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* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-168(LC 8) Max Uplift 16=-180(LC 10), 10=-166(LC 11) Max Grav 16=1066(LC 1), 10=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/259, 3-4=-1139/332, 4-5=-1255/384, 5-6=-1176/376, 6-7=-1077/330, 7-8=-1095/272, 2-16=-1011/330, 8-10=-1009/340 BOT CHORD 13-15=-85/871, 12-13=-37/962, 11-12=-24/866 WEBS 3-13=-82/372, 4-13=-697/243, 5-13=-142/554, 5-12=-119/372, 6-12=-583/206, 7-12=-76/370, 2-15=-49/816, 8-11=-55/806 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 6-0-10, Exterior(2E) 6-0-10 to 10-11-5, Exterior(2R) 10-11-5 to 12-9-8, Exterior(2E) 12-9-8 to 14-7-11, Exterior(2R) 14-7-11 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=180, 10=166. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T28 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486750 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-p6?Yeds4B2wvA9nwG35apoEOKIiuZ6sQjrSgWZzeKq7 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x8 5x8 4x6 4x8 5x8 2x4 3x6 3x6 4x8 4x8 3x6 4x6 2x4 3x8 4-4-14-4-1 8-6-84-2-7 17-0-88-6-0 19-6-152-6-7 23-11-04-4-1 -1-10-8 1-10-8 4-4-1 4-4-1 8-6-8 4-2-7 12-9-8 4-3-0 17-0-8 4-3-0 19-6-15 2-6-7 23-11-0 4-4-1 25-9-8 1-10-8 1-8-04-0-115-11-101-8-04-0-117.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-4-0,0-1-11], [7:0-4-0,0-1-11], [8:0-3-3,0-1-8], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.74 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.34 0.03 0.05 (loc) 12-13 12-13 10 12-13 l/defl >999 >846 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 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* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-141(LC 8) Max Uplift 16=-180(LC 10), 10=-166(LC 11) Max Grav 16=1123(LC 2), 10=1126(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1104/242, 3-4=-1498/335, 4-5=-1646/409, 5-6=-1468/378, 6-7=-1340/311, 7-8=-1100/254, 2-16=-1047/319, 8-10=-1045/330 BOT CHORD 13-15=-105/913, 12-13=-52/1041, 11-12=-43/910 WEBS 3-13=-126/782, 4-13=-836/280, 5-13=-135/746, 5-12=-99/509, 6-12=-722/238, 7-12=-107/758, 7-11=-265/51, 2-15=-87/932, 8-11=-97/921 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 4-4-1, Exterior(2E) 4-4-1 to 8-6-8, Exterior(2R) 8-6-8 to 12-9-8, Exterior(2E) 12-9-8 to 17-0-8, Exterior(2R) 17-0-8 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=180, 10=166. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T29 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486751 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-HJZwrztiyL2moJM6pndpM?nSBi5DITpZyVCD2?zeKq6 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 175x8 4x10 4x8 4x10 5x8 3x4 3x6 3x8 4x6 3x4 3x6 3x4 3x6 6-1-116-1-11 12-9-86-7-13 19-5-56-7-13 23-11-04-5-11 -1-10-8 1-10-8 2-7-8 2-7-8 6-1-11 3-6-3 12-9-8 6-7-13 19-5-5 6-7-13 21-3-8 1-10-3 23-11-0 2-7-8 25-9-8 1-10-8 1-8-03-0-115-11-101-8-03-0-117.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [4:0-5-0,0-1-15], [6:0-5-0,0-1-15], [7:0-4-0,0-1-11], [11:0-2-8,0-2-0], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.54 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.04 0.05 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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* 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 15=0-3-8 Max Horz 15=113(LC 9) Max Uplift 10=-166(LC 11), 15=-180(LC 10) Max Grav 10=1066(LC 1), 15=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1526/372, 4-5=-1163/319, 5-6=-1163/320, 6-7=-1215/322, 2-15=-252/221 BOT CHORD 14-15=-115/686, 12-14=-193/1507, 11-12=-135/1191, 10-11=-47/690 WEBS 3-14=-218/1066, 4-14=-530/215, 4-12=-578/168, 5-12=-19/510, 6-12=-282/129, 6-11=-650/246, 7-11=-213/923, 3-15=-1018/147, 7-10=-1038/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 6-1-11, Interior(1) 6-1-11 to 7-5-14, Exterior(2R) 7-5-14 to 18-1-2, Interior(1) 18-1-2 to 19-5-5, Exterior(2R) 19-5-5 to 21-3-8, Exterior(2E) 21-3-8 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=166, 15=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss T30 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486752 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lV6J3JuKifAdPTxJNU82vDJjd5NZ1zYiA8xnaRzeKq5 Scale = 1:46.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 5x8 4x8 4x6 4x6 6x6 3x6 4x10 3x6 3x8 3x6 5x8 2x4 3x6 2x4 3x6 3-8-143-8-14 12-9-89-0-10 21-10-29-0-10 23-11-02-0-14 -1-10-8 1-10-8 0-10-15 0-10-15 3-8-14 2-10-0 8-3-3 4-6-5 12-9-8 4-6-5 17-3-13 4-6-5 21-10-2 4-6-5 23-0-1 1-2-0 23-11-0 0-10-15 25-9-8 1-10-8 1-8-02-0-115-11-101-8-02-0-117.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [9:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.79 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.30 0.04 0.06 (loc) 14-16 14-16 12 14-16 l/defl >999 >939 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 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* 2-17,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 3-4, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 17=0-3-8 Max Horz 17=-85(LC 8) Max Uplift 12=-166(LC 11), 17=-180(LC 10) Max Grav 12=1066(LC 1), 17=1066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1596/306, 4-5=-1718/363, 5-6=-1137/308, 6-7=-1137/308, 7-8=-1054/225, 8-9=-959/176, 2-17=-271/304, 10-12=-296/317 BOT CHORD 16-17=-69/328, 14-16=-173/1310, 13-14=-129/1152, 12-13=-22/328 WEBS 3-16=-256/1493, 4-16=-859/220, 5-16=-24/378, 5-14=-428/196, 6-14=-97/590, 7-14=-250/169, 7-13=-296/133, 8-13=-572/156, 9-13=-180/1106, 3-17=-847/76, 9-12=-859/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-8-14, Interior(1) 3-8-14 to 7-5-14, Exterior(2R) 7-5-14 to 18-1-2, Interior(1) 18-1-2 to 23-0-1, Exterior(2E) 23-0-1 to 25-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=166, 17=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486753 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-iuE3T?vbEGQLfn4hVvAW_eP17v6eVqB?eSQtfKzeKq3 Scale = 1:56.8 1 2 345 6 7 14 13 12 11 10 9 815 16 17 18 19 20 21 22 23 24 5x6 5x6 3x12 4x6 4x10 2x4 3x8 4x6 3x12 4x6 4x10 4x6 7-4-07-4-0 15-3-87-11-8 23-3-07-11-8 30-7-07-4-0 -1-10-8 1-10-8 7-4-0 7-4-0 15-3-8 7-11-8 23-3-0 7-11-8 30-7-0 7-4-0 32-5-8 1-10-8 2-10-146-5-26-6-142-10-146-5-26.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.56 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.15 0.03 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 334 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=-151(LC 27) Max Uplift 14=-1237(LC 8), 8=-1244(LC 9) Max Grav 14=2683(LC 38), 8=2710(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3014/1579, 3-4=-2627/1452, 4-5=-2632/1460, 5-6=-3021/1588, 2-14=-2529/1215, 6-8=-2557/1222 BOT CHORD 11-13=-1907/3698, 9-11=-1907/3698 WEBS 3-13=-589/1076, 4-13=-1337/681, 4-11=-526/1212, 4-9=-1322/670, 5-9=-593/1081, 2-13=-1394/2748, 6-9=-1403/2758 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1237, 8=1244. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486753 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-iuE3T?vbEGQLfn4hVvAW_eP17v6eVqB?eSQtfKzeKq3 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 20 lb up at -1-10-8, and 111 lb down and 20 lb up at 32-5-8 on top chord, and 354 lb down and 377 lb up at 5-4-12, 218 lb down and 169 lb up at 7-4-12, 218 lb down and 169 lb up at 9-4-12, 218 lb down and 169 lb up at 11-4-12, 218 lb down and 169 lb up at 13-4-12, 218 lb down and 169 lb up at 15-4-12, 218 lb down and 169 lb up at 17-4-12, 218 lb down and 169 lb up at 19-4-12, 218 lb down and 169 lb up at 21-4-12, and 218 lb down and 169 lb up at 23-2-4, and 354 lb down and 377 lb up at 25-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 1=-98(F) 7=-98(F) 13=-187 11=-187 9=-187 15=-345(B) 16=-187 17=-187 19=-187 20=-187 22=-187 23=-187 24=-345(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486754 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-eGMpugxrmug3u4E4cKC_33UGLjoazgTI5mv_kDzeKq1 Scale = 1:98.7 1 2 34 5 67 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 282930 31 32 33 34 5x6 5x6 5x8 4x8 4x10 5x10 MT18HS6x16 6x16 2x4 4x10 4x6 4x6 8x8 8x14 MT18HS 6x10 6x10 4x6 5x8 6x6 5x6 8x8 4x6 6x18 MT18HS 3-0-113-0-11 10-5-77-4-12 17-11-157-6-8 25-4-117-4-12 31-6-16-1-7 37-7-86-1-7 45-11-88-4-0 54-7-08-7-8 -1-10-8 1-10-8 3-0-11 3-0-11 10-5-7 7-4-12 17-11-15 7-6-8 25-4-11 7-4-12 31-6-1 6-1-7 37-7-8 6-1-7 45-11-8 8-4-0 54-7-0 8-7-8 2-10-144-3-810-6-102-0-144-3-86.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [13:Edge,0-3-8], [14:0-3-8,0-2-8], [17:0-3-8,0-4-0], [20:0-3-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.53 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.62 -1.15 0.17 0.83 (loc) 19-20 19-20 13 19-20 l/defl >999 >569 n/a >784 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 353 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-7: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-23,4-20,6-19: 2x4 SPF 2100F 1.8E 7-17,8-17,8-16,9-16,10-16,2-23,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt 4-23, 9-16, 10-16 2 Rows at 1/3 pts 7-17, 8-16 REACTIONS. (size) 24=0-5-8, 13=0-3-8 Max Horz 24=-185(LC 34) Max Uplift 24=-1582(LC 8), 13=-488(LC 8) Max Grav 24=2951(LC 43), 13=2420(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2248/1282, 3-4=-1953/1157, 4-6=-8435/3732, 6-7=-8890/3301, 7-8=-5378/1764, 8-9=-3281/1017, 9-10=-3301/1035, 10-12=-3492/832, 2-24=-2991/1646, 12-13=-2276/525 BOT CHORD 22-23=-3041/5994, 20-22=-3041/5994, 19-20=-3758/8342, 17-19=-3333/8797, 16-17=-1525/4674, 14-16=-646/3012 WEBS 3-23=-430/795, 4-23=-4630/2086, 4-22=-355/559, 4-20=-804/2642, 6-20=-932/443, 6-19=-582/1332, 7-19=-459/429, 7-17=-4886/2143, 8-17=-1063/2835, 8-16=-2805/1213, 9-16=-785/2552, 10-16=-383/318, 10-14=-347/249, 2-23=-1479/2712, 12-14=-649/2924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1582, 13=488. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 13 lb up at -1-10-8 on top chord, and 171 lb down and 301 lb up at 3-0-11, 110 lb down and 115 lb up at 4-0-12, 110 lb down and 115 lb up at 6-0-12, 110 lb down and 115 lb up at 8-0-12, 110 lb down and 115 lb up at 10-0-12, 110 lb down and 115 lb up at 12-0-12, 110 lb down and 115 lb up at 14-0-12, 110 lb down and 115 lb up at 16-0-12, 110 lb down and 115 lb up at 18-0-12, and 110 lb down and 115 lb up at 20-0-12, and 110 lb down and 115 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486754 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-eGMpugxrmug3u4E4cKC_33UGLjoazgTI5mv_kDzeKq1 NOTES- 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-9=-60, 9-12=-60, 13-24=-20 Concentrated Loads (lb) Vert: 1=-65(F) 21=-2 23=56 20=-2 25=-2 26=-2 27=-2 28=-2 29=-2 30=-2 31=-2 32=-2 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486755 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-afUaJMy5IVwn7OOSklFS8UZbbWWSRZ?bZ4O5o5zeKq? Scale = 1:101.8 1 2 3 4 5 67 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 8x16 8x8 6x10 8x16 8x16 5x8 8x8 8x16 3x16 MT18HS 5x10 MT18HS 5x12 8x8 10x10 2x4 4x8 2x4 2x4 10x10 5x12 4x10 8x8 3x4 6x6 5x10 MT18HS5x10 MT18HS 3-0-113-0-11 7-4-114-4-0 12-4-04-11-5 15-4-03-0-0 22-10-07-6-0 30-4-07-6-0 35-1-84-9-8 41-10-56-8-13 49-10-58-0-0 52-11-03-0-11 -1-10-8 1-10-8 3-0-11 3-0-11 7-4-11 4-4-0 12-4-0 4-11-5 15-4-0 3-0-0 22-10-0 7-6-0 30-4-0 7-6-0 35-1-8 4-9-8 41-10-5 6-8-13 49-10-5 8-0-0 52-11-0 3-0-11 54-9-8 1-10-8 2-10-144-3-86-10-145-3-27-9-102-10-145-3-26.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [3:0-8-0,0-2-2], [12:0-2-12,0-2-0], [15:0-3-8,0-2-0], [16:0-3-8,0-2-8], [25:0-3-8,0-4-0], [26:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.44 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -1.06 0.17 0.50 (loc) 19-20 19-20 14 19-20 l/defl >999 >596 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 364 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,4-5,6-8,11-13: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-25,5-24,6-20,8-20,8-18,9-18,11-16,2-26,12-15,6-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-13 max.): 3-4, 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 1 Row at midpt 4-25, 8-18, 10-18, 2-27, 6-24 REACTIONS. (size) 27=0-5-8, 14=0-3-8 Max Horz 27=-167(LC 6) Max Uplift 27=-985(LC 8), 14=-325(LC 9) Max Grav 27=3305(LC 1), 14=2454(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2462/761, 3-4=-5095/1216, 4-5=-5367/1149, 5-6=-5105/1140, 6-7=-7129/1362, 7-8=-7129/1363, 8-9=-4471/736, 9-10=-4513/750, 10-11=-5206/710, 11-12=-2005/252, 2-27=-3311/1003, 12-14=-2483/330 BOT CHORD 25-26=-668/2223, 24-25=-1197/5195, 22-24=-1255/6381, 20-22=-1253/6382, 19-20=-1055/6587, 18-19=-1057/6585, 16-18=-625/5268, 15-16=-188/1738 WEBS 3-26=-1810/441, 3-25=-696/3920, 4-25=-2683/579, 4-24=-902/367, 5-24=-761/3630, 6-20=-126/901, 7-20=-652/265, 8-20=-276/841, 8-18=-3759/768, 9-18=-554/3634, 10-18=-1526/292, 10-16=-1657/344, 11-16=-536/3870, 11-15=-1233/216, 2-26=-835/2879, 12-15=-231/2286, 6-24=-3479/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=985, 14=325. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 13 lb up at -1-10-8 on top chord, and 171 lb down and 301 lb up at 3-0-11, and 127 lb down and 106 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486755 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-afUaJMy5IVwn7OOSklFS8UZbbWWSRZ?bZ4O5o5zeKq? 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, 4-5=-310, 5-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 14-27=-20 Concentrated Loads (lb) Vert: 1=-64(F) 26=56 28=-62 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486756 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-2r2yXizj3p2dlYzfHSmhhh6lGwlsA0zknk8eKXzeKq_ Scale = 1:89.6 1 2 3 45 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 5x6 8x8 8x8 5x6 8x8 8x8 5x6 3x6 4x8 4x8 5x12 3x4 4x8 3x12 4x6 3x8 4x8 6x6 3x4 3x6 3x6 4x8 4x6 6x6 4-0-04-0-0 8-0-04-0-0 12-0-04-0-0 18-1-126-1-12 25-0-06-10-4 30-9-85-9-8 35-3-154-6-7 39-10-54-6-7 48-7-08-8-11 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 18-1-12 6-1-12 25-0-0 6-10-4 30-9-8 5-9-8 35-3-15 4-6-7 39-10-5 4-6-7 47-10-5 8-0-0 48-7-0 0-8-11 50-5-8 1-10-8 2-10-146-10-144-9-53-1-87-9-102-10-144-9-56.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [14:0-3-8,0-2-0], [15:0-3-8,0-1-8], [18:0-3-8,0-2-0], [22:0-3-8,0-2-0], [24:0-3-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.81 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.39 0.02 0.12 (loc) 13-14 13-14 13 14-15 l/defl >999 >943 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-22,5-18,6-17,10-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-0 max.): 4-6, 9-10. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 1 Row at midpt 5-20, 8-17 REACTIONS. (size) 25=0-5-8, 20=0-3-8, 13=0-3-8 Max Horz 25=-176(LC 8) Max Uplift 25=-407(LC 10), 20=-452(LC 10), 13=-318(LC 11) Max Grav 25=2013(LC 17), 20=3031(LC 1), 13=1678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1600/403, 2-3=-1242/359, 3-4=-973/316, 4-5=-441/177, 5-6=-347/174, 6-7=-975/306, 7-8=-950/317, 8-9=-1659/391, 9-10=-2534/492, 1-25=-1969/471, 11-13=-179/257 BOT CHORD 23-24=-262/1350, 22-23=-131/473, 20-22=-1437/343, 18-20=-1437/343, 17-18=-23/379, 15-17=-172/1407, 14-15=-390/2565, 13-14=-79/350 WEBS 4-23=-90/724, 4-22=-1124/290, 5-22=-382/2037, 5-20=-2871/580, 5-18=-373/2131, 6-18=-1059/284, 6-17=-81/605, 7-17=-96/480, 8-17=-915/247, 8-15=-99/782, 9-15=-1362/256, 9-14=-649/228, 10-14=-378/2321, 10-13=-1552/376, 2-24=-737/225, 2-23=-724/212, 1-24=-301/1451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 8-0-0, Exterior(2E) 8-0-0 to 12-0-0, Interior(1) 12-0-0 to 25-5-14, Exterior(2R) 25-5-14 to 36-1-2, Interior(1) 36-1-2 to 47-10-5, Exterior(2E) 47-10-5 to 50-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=407, 20=452, 13=318. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486756 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 09:59:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-2r2yXizj3p2dlYzfHSmhhh6lGwlsA0zknk8eKXzeKq_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-310(F=-250), 3-4=-60, 4-6=-60, 6-7=-60, 7-9=-60, 9-10=-120(F=-60), 10-11=-120(F=-60), 11-12=-120(F=-60), 13-25=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486757 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-TQj59k0cMkRCc?iEzbJOJKkGN7sjNOaBTiMIwszeKpx Scale = 1:79.7 1 2 3 4 56 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 5x12 5x6 5x8 5x8 5x6 3x6 3x8 5x10 MT18HS4x8 6x16 4x6 3x12 3x8 4x6 6x16 3x6 8x8 5x6 3x6 5x6 5x10 MT18HS 7-4-07-4-0 8-8-01-4-0 14-0-05-4-0 18-6-04-6-0 23-0-04-6-0 30-9-87-9-8 37-0-86-3-0 43-7-06-6-8 -1-10-8 1-10-8 7-4-0 7-4-0 8-8-0 1-4-0 14-0-0 5-4-0 18-6-0 4-6-0 23-0-0 4-6-0 30-9-8 7-9-8 37-0-8 6-3-0 43-7-0 6-6-8 45-5-8 1-10-8 2-10-146-5-23-9-57-9-101-4-146-5-26.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-4], [3:0-6-0,0-2-4], [5:0-4-0,0-2-2], [7:0-4-0,0-2-2], [11:0-3-0,0-1-12], [14:0-3-8,0-4-0], [22:0-3-8,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.48 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.82 0.10 0.46 (loc) 18 17-18 13 18 l/defl >999 >631 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 510 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2, 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-21,2-22: 2x4 SPF No.2, 7-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-15 REACTIONS. (size) 23=0-5-8, 13=0-3-8 Max Horz 23=-171(LC 6) Max Uplift 23=-1363(LC 8), 13=-517(LC 9) Max Grav 23=3977(LC 1), 13=2828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4660/1620, 3-4=-4562/1609, 4-5=-5219/1770, 5-6=-11087/3187, 6-7=-11123/2751, 7-8=-4352/989, 8-9=-4320/1026, 9-11=-4154/844, 2-23=-3864/1333, 11-13=-2710/538 BOT CHORD 21-22=-1379/4061, 20-21=-3154/11008, 18-20=-3244/12531, 17-18=-3244/12531, 15-17=-2716/11075, 14-15=-664/3631, 13-14=-80/320 WEBS 3-22=-385/288, 3-21=-422/2096, 4-21=-746/2247, 5-21=-7688/1992, 5-20=-226/1822, 6-20=-1857/101, 6-18=-282/1769, 6-17=-1887/727, 7-17=-308/1143, 7-15=-7970/2140, 8-15=-740/3383, 9-15=-203/391, 9-14=-546/205, 2-22=-1379/4234, 11-14=-616/3359 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1363, 13=517. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486757 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-TQj59k0cMkRCc?iEzbJOJKkGN7sjNOaBTiMIwszeKpx NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 20 lb up at -1-10-8 on top chord, and 354 lb down and 377 lb up at 5-4-12, 218 lb down and 169 lb up at 7-4-12, 218 lb down and 169 lb up at 8-7-4, 187 lb down and 105 lb up at 10-7-4, 187 lb down and 119 lb up at 12-7-4, 187 lb down and 80 lb up at 14-7-4, and 208 lb down and 88 lb up at 16-7-4, and 1616 lb down and 273 lb up at 18-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 8-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 1=-98(F) 22=-187 21=-187 24=-345(F) 25=-187 26=-187 27=-187 28=-208 29=-1513(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486758 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-xcHTM30E71Z3E9HQWIqdrXGVrX8e6z5KiM6sSJzeKpw Scale = 1:48.6 1 2 3 4 56 7 8 9 12 11 1013 14 15 16 17 18 5x6 5x6 3x12 5x6 5x6 4x6 3x6 3x6 3x6 3x12 5x6 5x6 7-4-07-4-0 18-3-010-11-0 25-7-07-4-0 -1-10-8 1-10-8 7-4-0 7-4-0 12-9-8 5-5-8 18-3-0 5-5-8 25-7-0 7-4-0 27-5-8 1-10-8 1-4-144-11-25-0-141-4-144-11-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.76 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.32 0.04 (loc) 10-12 10-12 8 l/defl >999 >946 n/a L/d 240 240 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-3-8, Right 2x8 SP 2400F 2.0E 4-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=-79(LC 34) Max Uplift 2=-788(LC 8), 8=-819(LC 9) Max Grav 2=2208(LC 1), 8=2255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3266/1320, 4-5=-2728/1177, 5-6=-2805/1229, 6-8=-3355/1379 BOT CHORD 2-12=-1104/2683, 10-12=-1245/3023, 8-10=-1104/2760 WEBS 4-12=-629/1399, 5-12=-460/225, 5-10=-358/180, 6-10=-660/1448 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=788, 8=819. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 20 lb up at -1-10-8, and 98 lb down and 20 lb up at 27-5-8 on top chord, and 344 lb down and 236 lb up at 5-4-12, 198 lb down and 131 lb up at 7-4-12, 198 lb down and 131 lb up at 9-4-12, 198 lb down and 131 lb up at 11-4-12, 198 lb down and 131 lb up at 13-4-12, 198 lb down and 131 lb up at 15-4-12, 198 lb down and 131 lb up at 17-4-12, and 198 lb down and 131 lb up at 18-2-4, and 344 lb down and 236 lb up at 20-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486758 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-xcHTM30E71Z3E9HQWIqdrXGVrX8e6z5KiM6sSJzeKpw 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, 2-8=-20 Concentrated Loads (lb) Vert: 1=-98(F) 9=-98(F) 11=-187 12=-187 10=-187 13=-344(F) 14=-187 15=-187 16=-187 17=-187 18=-344(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG07 Truss Type Half Hip Girder Qty 3 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486759 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-PprraP1suLhwsJrc40LtOlpm9xeVrT9Tx0rP?lzeKpv Scale = 1:34.2 1 2 34 7 65 2x4 4x6 2x4 3x4 4x8 4x6 4-3-74-3-7 6-0-01-8-9 -1-10-8 1-10-8 4-3-7 4-3-7 6-0-0 1-8-9 3-0-145-6-147.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.08 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=135(LC 5) Max Uplift 5=-334(LC 8), 7=-130(LC 8) Max Grav 5=371(LC 31), 7=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-520/138 WEBS 3-6=-258/294, 3-5=-319/295 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=334, 7=130. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 20 lb up at -1-10-8 on top chord, and 281 lb down and 346 lb up at 4-3-7 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 1=-98(F) 6=-257 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486760 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-t?PDnl2UffpnTTQpejt6wyMxvL_laxJdAgbzXBzeKpu Scale = 1:25.8 1 2 34 7 65 2x4 4x6 2x4 4x6 4x8 4x6 4-3-74-3-7 6-0-01-8-9 -1-10-8 1-10-8 4-3-7 4-3-7 6-0-0 1-8-9 1-6-144-0-147.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -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: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=124(LC 8) Max Uplift 5=-192(LC 8), 7=-123(LC 8) Max Grav 5=364(LC 1), 7=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-522/139 WEBS 3-6=-133/312, 3-5=-321/178 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=192, 7=123. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 20 lb up at -1-10-8 on top chord, and 255 lb down and 197 lb up at 4-3-7 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 1=-98(F) 6=-255 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486761 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LBzb?536Pyxe5d??CQOLTAu4SlCqJJ6mOKKW3dzeKpt Scale = 1:49.2 1 2 3456 7 8 14 13 12 11 10 915 16 17 18 19 20 21 22 5x6 3x4 5x6 3x12 4x6 3x12 2x4 3x8 4x6 3x12 4x6 3x12 4-3-74-3-7 12-9-08-5-9 21-2-98-5-9 25-6-04-3-7 -1-10-8 1-10-8 4-3-7 4-3-7 12-9-0 8-5-9 21-2-9 8-5-9 25-6-0 4-3-7 27-4-8 1-10-8 3-0-145-5-35-6-143-0-145-5-37.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.53 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.12 0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5,5-6: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 14=0-3-8, 9=0-3-8 Max Horz 14=-191(LC 6) Max Uplift 14=-1139(LC 5), 9=-1161(LC 4) Max Grav 14=2098(LC 1), 9=2130(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/1109, 3-4=-1473/984, 4-6=-1501/1004, 6-7=-1796/1131, 2-14=-2137/1175, 7-9=-2170/1199 BOT CHORD 11-13=-1678/2693, 10-11=-1678/2693 WEBS 3-13=-451/576, 4-13=-1448/859, 4-11=-562/886, 4-10=-1415/835, 6-10=-462/592, 2-13=-1082/1733, 7-10=-1106/1766 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1139, 9=1161. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486761 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-LBzb?536Pyxe5d??CQOLTAu4SlCqJJ6mOKKW3dzeKpt NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 43 lb up at -1-10-8, and 111 lb down and 43 lb up at 27-4-8 on top chord, and 300 lb down and 346 lb up at 4-3-7, 157 lb down and 137 lb up at 6-0-12, 157 lb down and 137 lb up at 8-0-12, 157 lb down and 137 lb up at 10-0-12, 157 lb down and 137 lb up at 12-0-12, 157 lb down and 137 lb up at 14-0-12, 157 lb down and 137 lb up at 16-0-12, 157 lb down and 137 lb up at 18-0-12, and 157 lb down and 137 lb up at 20-0-12, and 300 lb down and 346 lb up at 21-2-9 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, 3-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 1=-98(F) 8=-98(F) 13=-257 10=-257 15=-157 16=-157 17=-157 18=-157 19=-157 20=-157 21=-157 22=-157 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486762 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Ha4MPn4NxaBMKw9NJrQpYb_RUYudnCd3sepd8WzeKpr Scale = 1:45.8 1 2 345 6 7 13 12 11 10 9 814 15 16 17 18 19 20 5x6 5x6 2x4 4x6 5x8 2x4 5x8 3x12 4x6 2x4 4x6 4-4-14-4-1 11-11-87-7-7 19-6-157-7-7 23-11-04-4-1 -1-10-8 1-10-8 4-4-1 4-4-1 11-11-8 7-7-7 19-6-15 7-7-7 23-11-0 4-4-1 25-9-8 1-10-8 1-8-04-0-114-2-61-8-04-0-117.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.51 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.13 0.03 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 8=0-3-8 Max Horz 13=-139(LC 6) Max Uplift 13=-711(LC 5), 8=-737(LC 4) Max Grav 13=2030(LC 1), 8=2074(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2281/967, 3-4=-1933/867, 4-5=-1989/901, 5-6=-2345/1006, 2-13=-2042/753, 6-8=-2090/782 BOT CHORD 10-12=-1413/3294, 9-10=-1413/3294 WEBS 3-12=-392/853, 4-12=-1544/670, 4-10=-303/794, 4-9=-1482/631, 5-9=-411/885, 2-12=-826/1979, 6-9=-863/2035 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=711, 8=737. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 20 lb up at -1-10-8, and 112 lb down and 20 lb up at 25-9-8 on top chord, and 326 lb down and 273 lb up at 4-4-1, 160 lb down and 105 lb up at 6-5-0, 160 lb down and 105 lb up at 8-5-0, 160 lb down and 105 lb up at 10-5-0, 160 lb down and 105 lb up at 12-5-0, 160 lb down and 105 lb up at 14-5-0, 160 lb down and 105 lb up at 16-5-0, and 160 lb down and 105 lb up at 18-5-0, and 326 lb down and 273 lb up at 19-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 218 Northlake Job Reference (optional) I40486762 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-Ha4MPn4NxaBMKw9NJrQpYb_RUYudnCd3sepd8WzeKpr 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, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 1=-99(F) 7=-99(F) 12=-326 9=-326 14=-160 15=-160 16=-160 17=-160 18=-160 19=-160 20=-160 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486763 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lmekd75?itJDy4katZx25oWa1yELWjwD5IZAgyzeKpq Scale = 1:33.1 1 2 3 4 5 6 9 8 710 11 12 6x6 5x6 8x8 4x6 2x4 3x6 8x8 6-6-116-6-11 9-8-53-1-11 16-3-06-6-11 -1-10-8 1-10-8 6-6-11 6-6-11 9-8-5 3-1-11 16-3-0 6-6-11 18-1-8 1-10-8 0-10-144-0-84-2-30-10-144-0-86.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-0-6], [2:0-6-3,0-0-12], [2:Edge,0-4-6], [5:0-0-12,0-0-6], [5:0-6-3,0-0-12], [5:Edge,0-4-6] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.55 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 0.02 (loc) 2-9 2-9 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 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. (size) 2=0-3-8, 5=0-3-8 Max Horz 2=-72(LC 9) Max Uplift 2=-448(LC 8), 5=-454(LC 9) Max Grav 2=1299(LC 1), 5=1309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1647/614, 3-4=-1344/594, 4-5=-1675/631 BOT CHORD 2-9=-496/1340, 7-9=-487/1321, 5-7=-475/1364 WEBS 3-9=-209/487, 4-7=-261/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left 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=448, 5=454. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 17 lb up at -1-10-8, and 87 lb down and 17 lb up at 18-1-8 on top chord, and 221 lb down and 177 lb up at 4-7-7, 166 lb down and 106 lb up at 6-7-7, 166 lb down and 106 lb up at 8-7-7, and 166 lb down and 106 lb up at 9-7-9, and 221 lb down and 177 lb up at 11-7-9 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: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Continued on page 2 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss TG11 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486763 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-lmekd75?itJDy4katZx25oWa1yELWjwD5IZAgyzeKpq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-87(F) 6=-87(F) 9=-157 7=-157 10=-221(F) 11=-157 12=-221(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 B20000641 Truss TG12 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486764 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-EzC6qT6dTBR4aEJmRGSHd03ofMhxFD2MJyIjCPzeKpp Scale = 1:20.4 1 2 3 45 76 2x4 4x6 3x6 4x6 2x4 4x8 3-7-73-7-7 5-4-01-8-9 -1-10-8 1-10-8 3-7-7 3-7-7 5-4-0 1-8-9 1-0-143-2-37.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-7 2-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-1-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-3-8 Max Horz 2=129(LC 25) Max Uplift 6=-143(LC 8), 2=-122(LC 8) Max Grav 6=241(LC 1), 2=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-93/250 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=143, 2=122. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 17 lb up at -1-10-8 on top chord, and 156 lb down and 162 lb up at 3-7-7 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, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 1=-87(F) 7=-118 March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486765 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-i9mU2p7FEVZxBOuy__zWADc_Pm0j_gJVYc2HkrzeKpo Scale = 1:43.8 1 2 34 5 6 7 8 14 13 12 11 10 9 15 16 3x4 4x8 4x8 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 4-0-13-11-10 26-3-722-3-7 4-0-1 4-0-1 8-1-5 4-1-4 18-2-3 10-0-14 26-3-7 8-1-5 0-0-44-7-14-8-120-0-44-7-17.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [6:0-4-0,0-1-11], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.17 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-2-10. (lb) - Max Horz 1=-111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13 except 9=-138(LC 11), 14=-136(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 10=337(LC 26), 11=434(LC 25), 12=321(LC 26), 13=261(LC 17), 9=435(LC 18), 14=446(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-266/127, 7-9=-290/182, 2-14=-291/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-10-2, Exterior(2R) 5-10-2 to 20-5-6, Exterior(2E) 20-5-6 to 25-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12, 13 except (jt=lb) 9=138, 14=136. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486766 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ALKtF87t?ohnpYT9YhVljR88T9KDj6qfnGnqHHzeKpn Scale = 1:38.5 1 2 34 5 6 7 13 12 11 10 9 8 14 15 3x4 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 22-10-522-9-14 8-1-5 8-1-5 14-9-0 6-7-11 22-10-5 8-1-5 0-0-44-7-14-8-120-0-44-7-17.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [5:0-4-0,0-1-11] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.22 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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 22-9-7. (lb) - Max Horz 1=-111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 10, 11 except 13=-138(LC 10), 8=-139(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=350(LC 26), 10=366(LC 26), 11=282(LC 17), 13=444(LC 17), 8=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-294/184, 6-8=-290/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-10-2, Exterior(2R) 5-10-2 to 17-0-4, Exterior(2E) 17-0-4 to 22-3-13 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 10, 11 except (jt=lb) 13=138, 8=139. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486767 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-ALKtF87t?ohnpYT9YhVljR89x9Muj61fnGnqHHzeKpn Scale: 3/8"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 19-5-319-4-12 8-1-5 8-1-5 11-3-14 3-2-9 19-5-3 8-1-5 0-0-44-7-14-8-120-0-44-7-17.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [4:0-4-0,0-1-11] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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 19-4-5. (lb) - Max Horz 1=111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10 except 11=-138(LC 10), 7=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=319(LC 26), 10=319(LC 25), 11=439(LC 17), 7=439(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-291/184, 5-7=-291/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-10-2, Exterior(2R) 5-10-2 to 13-7-1, Exterior(2E) 13-7-1 to 18-10-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10 except (jt=lb) 11=138, 7=138. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486768 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-eYuFTU8Vm6peRh1L6P0_FehL_ZiBSZSo?wXOpjzeKpm Scale = 1:30.3 1 2 3 4 5 876 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 16-0-115-11-10 8-0-0 8-0-0 16-0-1 8-0-0 0-0-44-8-00-0-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 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 15-11-3. (lb) - Max Horz 1=111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-136(LC 10), 6=-136(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=371(LC 17), 6=371(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/180, 4-6=-283/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-10-2, Exterior(2R) 5-10-2 to 10-1-15, Exterior(2E) 10-1-15 to 15-5-9 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 except (jt=lb) 8=136, 6=136. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486769 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-6kSdgq97XQxV2rcXg6XDorEKdz?CB0XyEaGxLAzeKpl Scale = 1:23.8 1 2 3 4 5 6 3x6 6x6 3x6 2x4 0-0-70-0-7 12-6-1412-6-7 6-3-7 6-3-7 12-6-14 6-3-7 0-0-43-8-00-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.31 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=12-6-1, 3=12-6-1, 4=12-6-1 Max Horz 1=86(LC 9) Max Uplift 1=-45(LC 10), 3=-54(LC 11), 4=-27(LC 10) Max Grav 1=218(LC 1), 3=218(LC 1), 4=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-309/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-6-8 to 5-10-2, Exterior(2R) 5-10-2 to 6-8-13, Exterior(2E) 6-8-13 to 12-0-6 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486770 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aw??tAAmIj3Mg?BkDp2SK3mdxNNuwUX5TD0UtczeKpk Scale = 1:18.6 1 2 3 4 3x4 4x6 3x4 2x4 0-0-70-0-7 9-1-129-1-5 4-6-14 4-6-14 9-1-12 4-6-14 0-0-42-8-00-0-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-0-14, 3=9-0-14, 4=9-0-14 Max Horz 1=-60(LC 8) Max Uplift 1=-32(LC 10), 3=-38(LC 11), 4=-19(LC 10) Max Grav 1=153(LC 1), 3=153(LC 1), 4=340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486771 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-aw??tAAmIj3Mg?BkDp2SK3mhfNOjwUv5TD0UtczeKpk Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-70-0-7 5-8-105-8-3 2-10-5 2-10-5 5-8-10 2-10-5 0-0-41-8-00-0-47.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-7-12, 3=5-7-12, 4=5-7-12 Max Horz 1=-35(LC 6) Max Uplift 1=-23(LC 10), 3=-28(LC 11) Max Grav 1=96(LC 1), 3=96(LC 1), 4=178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 B20000641 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 218 Northlake Job Reference (optional) I40486772 8.240 s Feb 7 2020 MiTek Industries, Inc. Wed Mar 4 10:00:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1NYSSXWD_xEM1fp_f3P4O8zegyN-27ZN5WAO31CDI9mwnXZhtGJk1nfJfxUEitl2Q2zeKpj Scale = 1:10.8 1 2 3 3x4 2x4 2x4 5-7-1 5-7-1 0-0-41-4-123.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 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 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-6-1, 3=5-6-1 Max Horz 1=43(LC 6) Max Uplift 1=-28(LC 6), 3=-39(LC 6) Max Grav 1=169(LC 1), 3=169(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 4,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths