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HomeMy WebLinkAbout232JGB - 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). December 22,2020 Liu, Xuegang Pages or sheets covered by this seal: I44110303 thru I44110375 My license renewal date for the state of Indiana is July 31, 2022. B20003800 Wedgewood 16 Prescott Place IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110303 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MPL0vHewf5I?82oWMq4WtRPmKZeH3hFYwLHhQxy6Q5z Scale: 3/8"=1' 1 2 3 5 4 6 7 8 91011 3x4 5x6 2x4 4x6 6-6-56-6-5 -3-1-5 3-1-5 6-6-5 6-6-5 1-10-35-7-85-4-00-3-85-7-86.95 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 0.40 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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=189(LC 8) Max Uplift 5=-261(LC 8), 4=-266(LC 8) Max Grav 5=514(LC 35), 4=297(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/129 BOT CHORD 4-5=-257/166 WEBS 2-4=-158/253 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 261 lb uplift at joint 5 and 266 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 142 lb up at 1-11-14, and 134 lb down and 133 lb up at 3-1-7, and 98 lb down and 50 lb up at 4-3-8 on top chord, and 83 lb down and 174 lb up at 1-11-14, and 23 lb down at 3-1-7, and 72 lb down and 124 lb up at 4-3-8 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 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=47(B) 10=-2(F)December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110304 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-qbvO6dfYQPQslCMjwXblQeyz5z_8o9li9?0FzNy6Q5y Scale = 1:28.7 1 2 3 5 4 6 7 89 2x4 4x6 2x4 4x6 4-2-84-2-8 -2-5-0 2-5-0 4-2-8 4-2-8 1-10-35-0-84-9-00-3-85-0-89.11 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.15 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-8 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=165(LC 8) Max Uplift 5=-219(LC 8), 4=-213(LC 8) Max Grav 5=301(LC 1), 4=175(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/65 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 219 lb uplift at joint 5 and 213 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 133 lb up at 1-2-12, and 110 lb down and 137 lb up at 1-7-15 on top chord, and 45 lb down and 108 lb up at 1-2-12, and 77 lb down and 163 lb up at 1-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=44(F) 7=46(B) December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110305 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-InSmKzfBBiYjNMxvUF7_ysU17NGgXaerOfmoVpy6Q5x Scale = 1:50.6 1 2 3 5 4 6 7 89 4x6 10x10 3x4 4x6 8-4-58-4-5 -2-2-3 2-2-3 8-4-5 8-4-5 1-10-108-9-78-5-140-3-88-9-79.90 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.39 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 0.16 -0.01 (loc) 4-5 4-5 4 l/defl >499 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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 8-1-14 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS. (size) 5=0-4-9, 4=0-1-8 Max Horz 5=311(LC 8) Max Uplift 5=-272(LC 4), 4=-563(LC 8) Max Grav 5=599(LC 32), 4=530(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-405/70, 2-3=-369/163, 3-4=-299/304 BOT CHORD 4-5=-576/381 WEBS 2-4=-373/569 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 272 lb uplift at joint 5 and 563 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 44 lb up at 2-9-8, 107 lb down and 44 lb up at 2-9-8, and 149 lb down and 171 lb up at 5-7-7, and 149 lb down and 171 lb up at 5-7-7 on top chord, and 72 lb down and 130 lb up at 2-9-8, 72 lb down and 130 lb up at 2-9-8, and 71 lb down and 103 lb up at 5-7-7, and 71 lb down and 103 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-15(F=-8, B=-8) 9=-20(F=-10, B=-10)December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110306 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-m_08XJgpy0ga?WW52yeDV31I3mgsG1m?cJVM1Gy6Q5w Scale = 1:65.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 3332 31 30 29 28 27 26 25 24 23 22 21 20 1918 34 35 3x4 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-817-4-8 -1-2-8 1-2-8 8-8-4 8-8-4 17-4-8 8-8-4 18-7-0 1-2-8 1-2-149-11-21-2-1412.00 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 0.31 0.13 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25,8-26,10-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 10-24 REACTIONS.All bearings 17-4-8. (lb) - Max Horz 33=-291(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except 33=-331(LC 6), 18=-275(LC 7), 32=-324(LC 7), 19=-285(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except 33=409(LC 7), 18=354(LC 6), 25=354(LC 11), 32=325(LC 8), 19=283(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-261/208, 2-3=-255/233, 6-7=-119/325, 7-8=-166/424, 8-9=-188/462, 9-10=-188/462, 10-11=-166/424, 11-12=-119/325 WEBS 9-25=-554/183 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 Corner(3E) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 13-3-6, Corner(3E) 13-3-6 to 18-7-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=331, 18=275, 32=324, 19=285. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss GE02 Truss Type Half Hip Supported Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110307 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jM8vy?i3UdwIEpgU9NghaU6f2aNZks?H4d_S68y6Q5u Scale = 1:97.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 46 47 6x6 3x6 3x6 4x6 3x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 3x4 27-3-027-3-0 16-5-0 16-5-0 27-3-0 10-10-1 3-8-314-7-88.00 12 Plate Offsets (X,Y)-- [14:0-0-0,0-1-12], [14:0-4-4,0-2-4], [15:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.06 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 342 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* 23-24,23-25: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 6-40,5-41,4-42,3-43,2-44,45-46: 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 (10-0-0 max.): 14-23. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 24-25. WEBS 1 Row at midpt 23-24, 22-25, 21-26, 20-27, 19-28, 18-29, 17-30, 16-31, 15-32, 13-33, 12-34, 11-36, 10-37, 9-38, 8-39, 6-40, 23-25 REACTIONS.All bearings 27-3-0. (lb) - Max Horz 45=434(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43 except 45=-408(LC 8), 44=-1027(LC 10) Max Grav All reactions 250 lb or less at joint(s) 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43 except 45=1235(LC 10), 44=450(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-45=-924/485, 1-2=-488/273, 2-3=-444/247, 3-4=-395/221, 4-5=-354/198, 5-6=-311/175, 6-8=-269/153 BOT CHORD 44-45=-464/252 WEBS 45-46=-294/158, 1-46=-454/830, 44-46=-585/1074 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 Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 11-1-6, Corner(3R) 11-1-6 to 21-11-0, Corner(3E) 21-11-0 to 27-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43 except (jt=lb) 45=408, 44=1027. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110308 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-flGfNgjJ?FB0T7qsHoi9fvCv?OzbCtSaXxTZA1y6Q5s Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 323130 29 28 27 26 25 24 23 22 21 20 38 5x6 4x6 4x6 5x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-821-7-8 -1-10-8 1-10-8 16-0-0 16-0-0 21-7-8 5-7-8 1-4-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [9:0-3-0,0-3-0], [14:0-4-4,0-2-4], [14:0-0-0,0-1-12], [15:0-1-12,0-0-0], [19:Edge,0-3-8], [20:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.63 0.40 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.02 -0.01 -0.00 (loc) 1 1 20 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 196 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* 19-20: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF No.2 *Except* 9-29,8-30,7-32,6-33,5-34,4-35,3-36: 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.): 14-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-20, 18-21, 17-22, 16-23, 15-24, 13-25, 12-26, 11-27, 10-28 REACTIONS.All bearings 21-7-8. (lb) - Max Horz 37=477(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except 37=-225(LC 6), 36=-425(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except 37=531(LC 7), 36=306(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-397/164, 2-3=-482/287, 3-4=-345/221, 4-5=-344/216, 5-6=-317/200, 6-7=-293/184, 7-8=-273/168, 8-9=-270/170, 9-10=-250/164 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 Corner(3E) -1-10-8 to 3-5-2, Exterior(2N) 3-5-2 to 10-8-6, Corner(3R) 10-8-6 to 16-0-0, Corner(3E) 16-0-0 to 21-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except (jt=lb) 37=225, 36=425. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110309 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-b8NPoMlaXsRjjR_FODldlKHHZBYWgcht?EygFvy6Q5q Scale = 1:79.9 1 2 3 4 5 67 8 9 10 15 14 13 12 1145 46 47 48 3x6 4x6 4x6 3x6 3x4 3x4 3x8 MT18HS3x8 3x6 3x4 6x8 5x6 3x4 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-8-78-8-7 18-8-1310-0-7 20-7-01-10-3 28-4-07-9-0 -1-6-8 1-6-8 3-0-0 3-0-0 8-8-7 5-8-7 13-8-10 5-0-3 18-8-13 5-0-3 23-5-3 4-8-5 28-4-0 4-10-13 1-10-312-0-00-9-1012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [5:0-3-2,0-2-0], [7:0-3-2,0-2-0], [10:0-2-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.89 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.53 -0.01 0.03 (loc) 12-14 12-14 11 12-14 l/defl >695 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,8-12,8-11,3-15: 2x3 SPF No.2, 2-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-17,22-23,24-25,28-30: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 6-12, 7-12, 8-11 REACTIONS. (size) 11=0-3-8, 15=0-3-8 Max Horz 15=-351(LC 8) Max Uplift 11=-108(LC 11), 15=-87(LC 10) Max Grav 11=1783(LC 2), 15=882(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-650/201, 5-6=-413/218, 8-10=-27/418 BOT CHORD 14-15=-290/532, 12-14=-190/334, 11-12=-953/192 WEBS 3-14=-227/278, 6-14=-76/472, 6-12=-651/166, 7-12=-343/0, 8-12=-34/1420, 8-11=-1737/238, 3-15=-702/73 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) -1-6-8 to 3-9-2, Exterior(2R) 3-9-2 to 23-0-6, Exterior(2E) 23-0-6 to 28-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 11=108. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110310 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-3Kxo?ilCIAZaKbZRywGsHYqWpb5nPF90DuiDnMy6Q5p Scale = 1:18.5 1 2 6 5 3 4 2x4 3x6 2x4 0-9-00-9-0 1-0-40-3-4 -1-6-8 1-6-8 1-0-4 1-0-4 1-10-33-0-82-5-63-0-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-4 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=90(LC 9) Max Uplift 6=-8(LC 6), 3=-78(LC 17), 4=-169(LC 10) Max Grav 6=235(LC 1), 3=80(LC 14), 4=91(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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=169. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110311 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-3Kxo?ilCIAZaKbZRywGsHYqWpb2uPEZ0DuiDnMy6Q5p Scale = 1:25.3 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 2-2-01-2-0 -1-6-8 1-6-8 2-2-0 2-2-0 1-10-34-4-83-9-64-4-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.24 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.02 (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 2-2-0 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=136(LC 10) Max Uplift 3=-31(LC 10), 4=-112(LC 10) Max Grav 6=223(LC 1), 3=28(LC 6), 4=86(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-285/151 WEBS 2-5=-160/401 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 except (jt=lb) 4=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110312 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-XWVAD2mq3ThRyk7eWen5qlMeq?No8iMASYRnJoy6Q5o Scale = 1:21.8 1 2 5 3 4 3x4 3x6 4-1-94-1-9 -1-6-8 1-6-8 4-1-9 4-1-9 1-0-33-9-43-4-13-9-48.00 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 0.39 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 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=132(LC 10) Max Uplift 5=-20(LC 10), 3=-84(LC 10) Max Grav 5=280(LC 1), 3=110(LC 17), 4=73(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. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110313 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-XWVAD2mq3ThRyk7eWen5qlMhZ?Pg8hLASYRnJoy6Q5o Scale = 1:19.2 1 2 6 5 3 4 2x4 3x6 2x4 0-9-00-9-0 1-1-100-4-10 -1-6-8 1-6-8 1-1-10 1-1-10 1-10-33-2-12-6-153-2-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-10 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=91(LC 9) Max Uplift 6=-5(LC 6), 3=-61(LC 17), 4=-157(LC 10) Max Grav 6=228(LC 1), 3=65(LC 14), 4=86(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-124/264 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=157. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110314 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-?j3YQOnSqnpIauiq3LIKMzvoBPlit8rJhCBKsEy6Q5n Scale = 1:17.6 1 2 6 5 3 42x4 4x8 2x4 1-0-01-0-0 1-3-100-3-10 -1-6-8 1-6-8 1-3-10 1-3-10 1-6-142-10-72-4-02-10-712.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 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=79(LC 9) Max Uplift 3=-41(LC 1), 4=-101(LC 10) Max Grav 6=222(LC 1), 3=39(LC 14), 4=56(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-262/38 WEBS 2-5=-66/460 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 except (jt=lb) 4=101. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110315 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-?j3YQOnSqnpIauiq3LIKMzvsJPjct84JhCBKsEy6Q5n Scale = 1:24.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 2-0-71-0-7 -1-6-8 1-6-8 2-0-7 2-0-7 1-10-104-3-33-8-04-3-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.02 (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 2-0-7 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=129(LC 10) Max Uplift 3=-22(LC 10), 4=-119(LC 10) Max Grav 6=221(LC 1), 3=27(LC 6), 4=89(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/148 WEBS 2-5=-159/398 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 except (jt=lb) 4=119. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110316 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-Uvdweko4b5x9C2H0d3pZvARz?o_KcZZTwswtOgy6Q5m Scale = 1:36.3 1 2 6 5 3 4 2x4 3x6 3x6 1-0-01-0-0 4-0-73-0-7 -1-6-8 1-6-8 4-0-7 4-0-7 1-10-106-7-36-0-06-7-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.57 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 -0.12 (loc) 4-5 4-5 3 l/defl >588 >651 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=222(LC 10) Max Uplift 3=-132(LC 10), 4=-80(LC 10) Max Grav 6=277(LC 1), 3=124(LC 17), 4=88(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-509/279 BOT CHORD 5-6=-286/137 WEBS 2-5=-286/596 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) 4 except (jt=lb) 3=132. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110317 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-Uvdweko4b5x9C2H0d3pZvARz?o_KcZZTwswtOgy6Q5m Scale = 1:36.3 1 2 6 5 3 4 2x4 3x6 3x6 1-0-01-0-0 4-0-73-0-7 -1-6-8 1-6-8 4-0-7 4-0-7 1-10-106-7-36-0-06-7-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.57 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 0.07 -0.12 (loc) 4-5 4-5 3 l/defl >588 >651 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=222(LC 10) Max Uplift 3=-132(LC 10), 4=-80(LC 10) Max Grav 6=277(LC 1), 3=124(LC 17), 4=88(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-509/279 BOT CHORD 5-6=-286/137 WEBS 2-5=-286/596 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) 4 except (jt=lb) 3=132. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss J09 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110318 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-y5BIr3piMO30pCsCBmKoSO_CoCP4L1ac8WgRw7y6Q5l Scale = 1:24.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-01-0-0 2-0-71-0-7 -1-6-8 1-6-8 2-0-7 2-0-7 1-10-104-3-33-8-04-3-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.02 (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 2-0-7 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=129(LC 10) Max Uplift 3=-22(LC 10), 4=-119(LC 10) Max Grav 6=221(LC 1), 3=27(LC 6), 4=89(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/148 WEBS 2-5=-159/398 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 except (jt=lb) 4=119. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M01 Truss Type Monopitch Qty 19 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110319 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-y5BIr3piMO30pCsCBmKoSO_2mCNRL0ic8WgRw7y6Q5l Scale = 1:48.6 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-6-8 1-6-8 5-7-2 5-7-2 1-10-38-4-88-1-00-3-88-4-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.33 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >671 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=292(LC 10) Max Uplift 4=-262(LC 10) Max Grav 5=329(LC 1), 4=274(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-302/203, 2-5=-276/79 BOT CHORD 4-5=-353/200 WEBS 2-4=-209/370 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=262. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110320 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QHlh3PpK7iBtRMRPlUs1_bXIzchn4VLmNAP_SZy6Q5k Scale = 1:32.8 1 2 3 4 510 3x6 3x12 5x6 3x8 7-0-87-0-8 -1-6-8 1-6-8 7-0-8 7-0-8 1-0-35-8-85-5-00-3-85-8-88.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.07 0.14 (loc) 5-8 5-8 2 5-8 l/defl >741 >388 n/a >596 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=219(LC 10) Max Uplift 2=-12(LC 10), 5=-132(LC 10) Max Grav 2=411(LC 17), 5=370(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-480/186 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=132. 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) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 6-10=-35, 5-10=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=64, 2-4=44, 5-6=-12 Horz: 1-2=-76, 2-4=-56 Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110320 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QHlh3PpK7iBtRMRPlUs1_bXIzchn4VLmNAP_SZy6Q5k LOAD CASE(S) Standard Except: 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=-52, 5-6=-20 Horz: 1-2=-26, 2-4=32 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-4=-15, 5-6=-12 Horz: 1-2=-10, 2-4=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 5-6=-12 Horz: 1-2=-17, 2-4=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-34, 5-6=-20 Horz: 1-2=9, 2-4=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 5-6=-20 Horz: 1-2=-17, 2-4=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 5-6=-12 Horz: 1-2=-34, 2-4=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 5-6=-12 Horz: 1-2=-17, 2-4=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 5-6=-12 Horz: 1-2=-34, 2-4=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 5-6=-12 Horz: 1-2=-17, 2-4=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 5-6=-20 Horz: 1-2=-34, 2-4=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 5-6=-20 Horz: 1-2=-17, 2-4=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 6-10=-40, 5-10=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-4=-61, 6-10=-35, 5-10=-50 Horz: 1-2=6, 2-4=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 6-10=-35, 5-10=-50 Horz: 1-2=-13, 2-4=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 6-10=-35, 5-10=-50 Horz: 1-2=-26, 2-4=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 6-10=-35, 5-10=-50 Horz: 1-2=-13, 2-4=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 5-6=-12 Horz: 1-2=-16, 2-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 5-6=-12 Horz: 1-4=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M03 Truss Type Monopitch Qty 6 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110321 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-uUJ3Glqzu0Jk3W0bIBNGXp3Yl07zpxavcq9Y??y6Q5j Scale = 1:29.2 1 2 3 5 4 2x4 2x4 3x6 3x4 2-10-02-10-0 -1-6-8 1-6-8 2-10-0 2-10-0 1-10-35-1-144-10-60-3-85-1-1414.00 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 0.25 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 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=163(LC 10) Max Uplift 4=-164(LC 10) Max Grav 5=237(LC 1), 4=131(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-106/267 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=164. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110322 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-uUJ3Glqzu0Jk3W0bIBNGXp3Z_07zpyuvcq9Y??y6Q5j Scale = 1:29.2 1 2 4 3 3x6 2x4 2x4 3x4 2-10-02-10-0 2-10-0 2-10-0 1-10-35-1-144-10-60-3-85-1-1414.00 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 0.17 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -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: 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 *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 3=0-1-8 Max Horz 4=102(LC 7) Max Uplift 4=-1(LC 8), 3=-159(LC 10) Max Grav 4=130(LC 19), 3=158(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 except (jt=lb) 3=159. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss M05 Truss Type Monopitch Qty 6 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110323 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MgsRT5rbfJRbgfbnsvuV30cXzQQoYK22qUu5XSy6Q5i Scale = 1:51.3 1 2 3 5 4 3x6 3x4 8x8 4x6 6-0-06-0-0 -1-6-8 1-6-8 6-0-0 6-0-0 1-10-108-10-108-7-20-3-88-10-1014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.28 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >828 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 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud, 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 8-8-11 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=310(LC 10) Max Uplift 4=-278(LC 10) Max Grav 5=345(LC 1), 4=295(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-265/199, 2-5=-285/81 BOT CHORD 4-5=-443/434 WEBS 2-4=-436/453 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) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=278. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB02 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110324 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MgsRT5rbfJRbgfbnsvuV30ciQQR4YMm2qUu5XSy6Q5i Scale = 1:40.0 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 15-6-415-6-4 9-9-5 9-9-5 15-6-4 5-9-0 0-4-76-4-110-1-82-6-110-1-88.00 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 0.31 0.20 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 -0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-9-6. (lb) - Max Horz 2=190(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2 except 10=-191(LC 10), 8=-135(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=414(LC 17), 10=568(LC 17), 8=401(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-353/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-9-5, Exterior(2R) 5-9-5 to 10-1-7, Exterior(2E) 10-1-7 to 15-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2 except (jt=lb) 10=191, 8=135. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB03 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110325 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-qsQphRsDQdZSIpA_QcPkcE9sXpmBHr6C38ee3uy6Q5h Scale = 1:41.7 1 2 3 4 5 6 7 11 10 9 812 13 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 19-6-919-6-9 9-9-5 9-9-5 19-6-9 9-9-5 0-4-76-4-110-1-80-4-70-1-88.00 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 0.29 0.21 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 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 18-0-12. (lb) - Max Horz 2=161(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-191(LC 10), 8=-191(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=321(LC 20), 11=573(LC 17), 8=573(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-354/239, 5-8=-354/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-9-5, Exterior(2R) 5-9-5 to 13-9-5, Exterior(2E) 13-9-5 to 19-2-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 11=191, 8=191. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110326 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-I3_BunsrBxhJwzlA_Jwz9Rh13D7O0GGLIoNCbKy6Q5g Scale = 1:56.8 1 2 3 45 6 7 89 10 11 20 19 18 17 16 15 14 13 12 21 22 23 4x6 3x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 31-6-431-6-4 9-3-12 9-3-12 31-6-4 22-2-8 0-4-75-10-116-1-00-1-85-10-110-1-88.00 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 0.31 0.15 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 12 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-20,19-20. REACTIONS.All bearings 30-9-6. (lb) - Max Horz 2=221(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 17, 18, 19, 15, 14, 13 except 20=-178(LC 10) Max Grav All reactions 250 lb or less at joint(s) 12, 2, 19 except 17=330(LC 1), 18=274(LC 24), 20=443(LC 17), 15=318(LC 24), 14=317(LC 1), 13=338(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-20=-331/225, 10-13=-254/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-7-5, Exterior(2R) 5-7-5 to 16-9-11, Interior(1) 16-9-11 to 26-1-7, Exterior(2E) 26-1-7 to 31-5-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 17, 18, 19, 15, 14, 13 except (jt=lb) 20=178. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110327 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-mFYa67tTyEp9X7JMX1RChfEBOdT6llQVXS7l8ny6Q5f Scale = 1:56.8 1 2 34567891011 20 19 18 17 16 15 14 13 12 21 22 4x6 3x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 31-6-431-6-4 5-9-12 5-9-12 31-6-4 25-8-9 0-4-73-6-113-9-00-1-83-6-110-1-88.00 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 0.33 0.18 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.01 -0.00 -0.00 (loc) 1 1 12 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-20. REACTIONS.All bearings 30-9-6. (lb) - Max Horz 2=130(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 17, 18, 19, 20, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 19 except 17=316(LC 24), 18=339(LC 1), 20=362(LC 17), 15=322(LC 1), 14=316(LC 24), 13=337(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-18=-252/116, 10-13=-253/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-9-12, Exterior(2R) 5-9-12 to 13-3-11, Interior(1) 13-3-11 to 26-1-7, Exterior(2E) 26-1-7 to 31-5-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 17, 18, 19, 20, 15, 14, 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110328 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-FR6yJTu5iYx09HuZ5kyREsnPP1qKUD6el6sJgDy6Q5e Scale = 1:56.8 1 2 34 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 31-6-431-6-4 31-6-4 31-6-4 0-4-71-2-111-5-00-1-81-2-110-1-88.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] 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 0.19 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 12 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 30-9-6. (lb) - Max Horz 2=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 13, 14, 15, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 21 except 13=346(LC 24), 14=313(LC 1), 15=321(LC 24), 17=320(LC 1), 18=318(LC 24), 19=330(LC 1), 20=271(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-13=-259/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 2-3-12, Exterior(2R) 2-3-12 to 9-9-11, Interior(1) 9-9-11 to 26-1-7, Exterior(2E) 26-1-7 to 31-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 13, 14, 15, 17, 18, 19, 20, 21. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110329 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jegKXpvjTs4tnRTlfSUgm4JaXQ9FDf8n_mcsCfy6Q5d Scale = 1:29.6 1 2 3 4567 8 12 11 10 9 13 5x6 5x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 15-6-415-6-4 7-7-4 7-7-4 11-11-5 4-4-2 15-6-4 3-6-15 0-4-74-9-04-11-50-1-82-6-110-1-84-9-08.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-15], [5:0-1-4,0-0-0], [6:0-1-4,0-0-0], [7:0-0-0,0-0-15] 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 0.16 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-6. (lb) - Max Horz 2=151(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 11, 10 except 12=-139(LC 10) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 11=374(LC 25), 12=401(LC 17), 10=386(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-267/180 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) 0-3-11 to 5-7-5, Exterior(2R) 5-7-5 to 11-11-5, Exterior(2E) 11-11-5 to 15-5-0 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) 9, 2, 11, 10 except (jt=lb) 12=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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110330 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jegKXpvjTs4tnRTlfSUgm4JaSQAwDgRn_mcsCfy6Q5d Scale: 3/4"=1' 1 2 34 5 6 7 10 9 8 5x6 5x6 2x4 2x4 2x4 3x8 2x4 8-0-28-0-2 6-11-9 6-11-9 8-0-2 1-0-9 0-5-100-10-131-1-20-1-80-5-100-1-80-10-1314.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-4-0,Edge], [5:0-4-0,Edge], [6:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 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, 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 6-11-14. (lb) - Max Horz 2=-24(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 8, 10 except 9=306(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-10 to 1-0-9, Exterior(2R) 1-0-9 to 6-11-9, Exterior(2E) 6-11-9 to 7-9-8 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9, 10. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110331 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-BqEik8wME9CkOa2xD9?vJHsmKqXpy7vxDQLPk5y6Q5c Scale = 1:20.7 1 2 3 4 5 6 87 5x6 5x6 2x4 2x4 2x4 2x4 8-0-28-0-2 8-0-2 8-0-2 0-5-103-2-133-5-20-1-80-5-100-1-83-2-1314.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-2], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-4-0,0-1-2] 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-S 0.10 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-11-14. (lb) - Max Horz 2=87(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-10 to 3-0-9, Exterior(2R) 3-0-9 to 4-11-9, Exterior(2E) 4-11-9 to 7-9-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110332 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-f0n4xUw_?TKb0kd8mtW8sVPwoEr2hat4R45zHYy6Q5b Scale = 1:31.1 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-0-28-0-2 4-0-1 4-0-1 8-0-2 4-0-1 0-5-104-6-90-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-10], [3:Edge,0-1-14], [4:0-4-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=6-11-14, 4=6-11-14, 6=6-11-14 Max Horz 2=-118(LC 6) Max Uplift 2=-39(LC 11), 4=-31(LC 11), 6=-8(LC 10) Max Grav 2=175(LC 1), 4=175(LC 1), 6=220(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) 2, 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB11 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110333 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-f0n4xUw_?TKb0kd8mtW8sVPuvEpshZ54R45zHYy6Q5b Scale = 1:37.4 1 2 3 4 5 6 4x6 3x6 3x6 2x4 10-0-710-0-7 5-0-3 5-0-3 10-0-7 5-0-3 0-5-105-8-120-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-2], [3:Edge,0-1-14], [4:0-6-0,0-1-2] 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-S 0.30 0.19 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=9-0-3, 4=9-0-3, 6=9-0-3 Max Horz 2=150(LC 7) Max Uplift 2=-49(LC 11), 4=-38(LC 11), 6=-11(LC 10) Max Grav 2=224(LC 1), 4=224(LC 1), 6=285(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) 2, 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PB12 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110334 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-7DLT9qxcmnSSeuCKKa1NOix6deC9Q1?EgkqWp_y6Q5a Scale = 1:22.0 1 2 3 4 65 2x4 2x4 2x4 2x4 2x4 5-11-05-11-00-4-73-9-130-1-80-1-88.00 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 0.11 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 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 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=5-2-1, 2=5-2-1, 6=5-2-1 Max Horz 2=145(LC 10) Max Uplift 5=-39(LC 10), 6=-109(LC 10) Max Grav 5=98(LC 17), 2=90(LC 19), 6=271(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) 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) 5 except (jt=lb) 6=109. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110335 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-bPvrMAyEX4aJF2nWuIYcxwUGL2Yq9UANvOa3LQy6Q5Z Scale = 1:21.3 1 2 3 4 5 876 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-7-85-7-80-4-73-7-80-1-80-1-88.00 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 0.17 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-9. (lb) - Max Horz 2=129(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110336 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-bPvrMAyEX4aJF2nWuIYcxwUI72Yd9U7NvOa3LQy6Q5Z Scale = 1:35.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-710-0-7 5-0-3 5-0-3 10-0-7 5-0-3 0-5-105-8-120-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [5:Edge,0-1-14], [8:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-3. (lb) - Max Horz 2=-150(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 except 14=-145(LC 10), 10=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11 except (jt=lb) 14=145, 10=145. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T01 Truss Type Common Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110337 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-3bTDaWzsIOiAtCMiS?3rT71NmRkZukVX82Jduty6Q5Y Scale = 1:61.3 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x6 3x8 3x4 3x4 3x4 3x8 3x8 3x4 8-8-48-8-4 17-4-88-8-4 -1-2-8 1-2-8 3-8-4 3-8-4 8-8-4 5-0-0 13-8-4 5-0-0 17-4-8 3-8-4 18-7-0 1-2-8 1-2-149-11-21-2-1412.00 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 0.39 0.64 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.01 0.12 (loc) 8-9 8-9 8 8-9 l/defl >999 >942 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=291(LC 9) Max Uplift 11=-85(LC 10), 8=-85(LC 11) Max Grav 11=765(LC 1), 8=765(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-569/390, 4-5=-569/390 BOT CHORD 9-11=-203/471, 8-9=-80/414 WEBS 4-9=-395/423, 3-11=-570/153, 5-8=-570/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 13-3-6, Exterior(2E) 13-3-6 to 18-7-0 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T02 Truss Type Common Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110338 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-Yo1bnszU3iq1VMxv?ia40LZYRr5ydBAgMi3AQJy6Q5X Scale = 1:61.3 1 2 3 4 5 6 10 9 8 7 11 12 2x4 4x6 3x6 3x8 3x4 3x4 3x8 3x8 3x4 8-6-08-6-0 17-2-48-8-4 3-6-0 3-6-0 8-6-0 5-0-0 13-6-0 5-0-0 17-2-4 3-8-4 18-4-12 1-2-8 1-5-29-11-21-2-1412.00 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 0.39 0.63 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.01 0.12 (loc) 7-8 7-8 7 7-8 l/defl >999 >913 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 7=0-8-0 Max Horz 10=-262(LC 6) Max Uplift 10=-72(LC 11), 7=-83(LC 11) Max Grav 10=673(LC 1), 7=760(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/382, 3-4=-563/379 BOT CHORD 8-10=-199/463, 7-8=-73/410 WEBS 3-8=-383/414, 2-10=-576/225, 4-7=-564/142 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 13-1-2, Exterior(2E) 13-1-2 to 18-4-12 zone; end vertical right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T03 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110339 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-0_bz?C_7q?yu6VV5ZQ6JYY6cwFObMghpbMokyly6Q5W Scale = 1:67.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 6x6 8x8 5x6 2x4 2x4 3x6 3x8 4x6 4x6 4x8 3x4 6x6 3x8 3x6 5-11-05-11-0 15-9-49-10-4 24-1-88-4-4 32-9-128-8-4 -1-6-8 1-6-8 5-11-0 5-11-0 13-9-10 7-10-10 21-8-4 7-10-10 24-1-8 2-5-4 29-0-0 4-10-8 32-9-12 3-9-12 1-6-147-3-99-11-21-2-147-3-912.00 12 Plate Offsets (X,Y)-- [3:0-3-11,Edge], [5:0-2-5,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 0.86 0.80 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.43 0.01 0.10 (loc) 12-14 12-14 9 9-10 l/defl >706 >436 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14: 2x4 SPF No.2, 2-15,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 4-12, 5-12 REACTIONS. (size) 15=0-3-8, 12=0-3-8, 9=0-8-0 Max Horz 15=-267(LC 8) Max Uplift 15=-112(LC 10), 12=-319(LC 6), 9=-85(LC 6) Max Grav 15=661(LC 25), 12=1695(LC 2), 9=627(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/98, 3-4=-312/155, 5-6=-443/330, 6-7=-475/293, 2-15=-611/133 BOT CHORD 14-15=-292/323, 10-12=-70/301, 9-10=-118/358 WEBS 4-14=-84/444, 4-12=-797/315, 5-12=-727/337, 6-10=-325/387, 2-14=-54/315, 7-9=-430/119 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) -1-6-8 to 3-9-2, Exterior(2R) 3-9-2 to 11-2-10, Interior(1) 11-2-10 to 21-8-4, Exterior(2R) 21-8-4 to 27-4-6, Exterior(2E) 27-4-6 to 32-8-0 zone; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 15=112, 12=319. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T04 Truss Type Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110340 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-UA9MCY?lbJ4lkf4H77dY5mfnRfh957dzq0YHUBy6Q5V Scale = 1:60.1 1 2 3 45 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 2x4 6x6 5x6 2x4 3x6 3x4 3x4 4x6 4x6 3x8 3x4 3x8 3x6 3x8 8-3-08-3-0 13-9-45-6-4 24-2-1210-5-8 32-7-88-4-12 3-5-12 3-5-12 8-3-0 4-9-4 16-2-14 7-11-14 24-2-12 7-11-14 29-0-0 4-9-4 32-7-8 3-7-8 1-6-149-7-99-9-141-5-29-7-912.00 12 Plate Offsets (X,Y)-- [3:0-3-11,Edge], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.97 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.71 0.01 0.24 (loc) 9-11 9-11 8 9-11 l/defl >483 >318 n/a >919 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 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* 3-11,4-9: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-7-7 oc bracing: 9-11. WEBS 1 Row at midpt 3-11, 4-11 REACTIONS. (size) 11=0-3-8, 14=0-3-8, 8=0-3-8 Max Horz 14=-245(LC 8) Max Uplift 11=-372(LC 7), 14=-36(LC 10), 8=-197(LC 6) Max Grav 11=1615(LC 2), 14=528(LC 25), 8=769(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/128, 4-5=-420/335, 5-6=-671/374 BOT CHORD 13-14=-168/398, 11-13=-84/271, 8-9=-165/455 WEBS 3-13=-77/396, 3-11=-547/123, 4-11=-846/384, 4-9=-194/432, 2-14=-351/50, 6-8=-648/222 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 15-8-15, Interior(1) 15-8-15 to 16-8-13, Exterior(2R) 16-8-13 to 27-2-2, Exterior(2E) 27-2-2 to 32-5-12 zone; end vertical left exposed; porch 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) 14 except (jt=lb) 11=372, 8=197. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T05 Truss Type Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110341 8.240 s Apr 4 2020 MiTek Industries, Inc. Tue Dec 22 16:02:11 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-3hN?kwV5eA8_bJ0B6M3YllstIc6okM2kyvTj60y6MgQ Scale = 1:73.4 1 2 3 45 6 7 14 13 12 11 10 98 15 16 17 18 19 20 21 22 23 3x4 6x6 4x8 3x4 3x8 3x4 3x4 3x4 3x4 3x8 3x4 6x8 6x8 3x8 10-7-010-7-0 13-9-43-2-4 21-10-128-1-8 32-7-810-8-12 5-0-0 5-0-0 10-7-0 5-7-0 16-2-14 5-7-14 21-10-12 5-7-14 27-5-12 5-7-0 32-7-8 5-1-12 1-6-1411-11-912-1-141-5-211-11-912.00 12 Plate Offsets (X,Y)-- [3:0-3-11,Edge], [5:0-4-0,0-0-15] 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 0.79 0.69 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.61 0.01 0.22 (loc) 13-14 13-14 8 8-9 l/defl >440 >269 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-9,2-14,6-8: 2x3 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 4-11, 4-9, 5-9, 6-9 REACTIONS.(lb/size) 11=1346/0-3-8, 14=513/0-3-8, 8=727/0-3-8 Max Horz 14=-305(LC 8) Max Uplift 11=-292(LC 7), 14=-23(LC 11), 8=-159(LC 6) Max Grav 11=1528(LC 2), 14=620(LC 25), 8=854(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/106, 2-15=-347/112, 3-15=-328/160, 4-5=-385/347, 5-16=-636/380, 6-16=-650/332, 6-7=-345/217, 1-14=-324/104, 7-8=-296/171 BOT CHORD 14-17=-190/454, 17-18=-190/454, 13-18=-190/454, 12-13=-101/287, 12-19=-101/287, 11-19=-101/287, 11-20=-110/265, 20-21=-110/265, 10-21=-110/265, 9-10=-110/265, 9-22=-142/488, 22-23=-142/488, 8-23=-142/488 WEBS 2-13=-289/297, 3-13=-108/598, 3-11=-712/143, 4-11=-782/363, 4-9=-229/495, 6-9=-261/294, 2-14=-278/65, 6-8=-514/105 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 27-2-2, Exterior(2E) 27-2-2 to 32-5-12 zone; end vertical left exposed; porch 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 292 lb uplift at joint 11, 23 lb uplift at joint 14 and 159 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T06 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110342 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yMjkPt0NMdCcMpfUhr8nezBza35KqgQ62fHq1ey6Q5U Scale = 1:68.3 1 2 345 11 10 9 8 7 6 12 13 14 15 16 4x6 4x8 3x4 2x4 3x6 3x6 3x6 3x4 2x4 5x8 4x6 5-11-105-11-10 11-8-125-9-2 19-5-147-9-2 27-3-07-9-2 5-11-10 5-11-10 11-8-12 5-9-2 19-5-14 7-9-2 27-3-0 7-9-2 3-8-311-6-08.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-5-12,0-2-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.65 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.02 0.03 (loc) 6-7 6-7 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,2-9,1-10: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 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. WEBS 1 Row at midpt 5-6, 2-9, 3-7, 4-7, 5-7 REACTIONS. (size) 6=0-3-8, 11=Mechanical Max Horz 11=309(LC 10) Max Uplift 6=-220(LC 7), 11=-55(LC 10) Max Grav 6=1265(LC 2), 11=1219(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1041/103, 2-3=-997/175, 3-4=-658/124, 4-5=-658/125, 5-6=-1108/256, 1-11=-1129/97 BOT CHORD 10-11=-318/141, 9-10=-293/850, 7-9=-197/762 WEBS 2-10=-286/83, 3-9=-85/449, 3-7=-275/152, 4-7=-539/258, 5-7=-221/1152, 1-10=-14/910 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 19-5-14, Interior(1) 19-5-14 to 21-10-2, Exterior(2E) 21-10-2 to 27-1-12 zone;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, 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) 11 except (jt=lb) 6=220. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T06 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110342 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QZG6dD1?7wKTzzEgEYf0ABk8KSRZZ6gGHJ1OZ4y6Q5T LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=19, 3-12=26, 3-4=26, 4-13=11, 5-13=19, 6-11=-12 Horz: 1-12=-31, 3-12=-38 Drag: 3-4=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-5=-35, 6-11=-20 Horz: 1-3=15 Drag: 3-4=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-5=28, 6-11=-12 Horz: 1-3=3 Drag: 3-4=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=28, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=8, 6-11=-20 Horz: 1-3=14 Drag: 3-4=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=8, 6-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-5=11, 6-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=11, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-5=11, 6-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=11, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-5=-9, 6-11=-20 Horz: 1-3=-28 Drag: 3-4=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=-9, 6-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 10-11=-40, 10-14=-60, 9-14=-40, 9-15=-60, 15-16=-40, 6-16=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-29, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=11 Drag: 3-4=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T06 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110342 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:32 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QZG6dD1?7wKTzzEgEYf0ABk8KSRZZ6gGHJ1OZ4y6Q5T LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-42, 3-5=-29, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8 Drag: 3-4=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-42, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-21 Drag: 3-4=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-42, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8 Drag: 3-4=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-28, 6-11=-12 Horz: 1-3=16 Drag: 3-4=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-5=4, 6-11=-12 Horz: 1-3=-16 Drag: 3-4=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=19, 3-12=26, 3-4=26, 4-13=11, 5-13=19, 6-11=-12 Horz: 1-12=-31, 3-12=-38 Drag: 3-4=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-5=-35, 6-11=-20 Horz: 1-3=15 Drag: 3-4=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-5=28, 6-11=-12 Horz: 1-3=3 Drag: 3-4=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=28, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-5=8, 6-11=-20 Horz: 1-3=14 Drag: 3-4=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=8, 6-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-5=11, 6-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=11, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-5=11, 6-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-5=11, 6-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T06 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110342 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:32 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QZG6dD1?7wKTzzEgEYf0ABk8KSRZZ6gGHJ1OZ4y6Q5T LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=8, 3-5=-9, 6-11=-20 Horz: 1-3=-28 Drag: 3-4=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-5=-9, 6-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-29, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=11 Drag: 3-4=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-29, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8 Drag: 3-4=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-42, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-21 Drag: 3-4=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-42, 10-11=-35, 10-14=-50, 9-14=-35, 9-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8 Drag: 3-4=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-5=-28, 6-11=-12 Horz: 1-3=16 Drag: 3-4=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-5=4, 6-11=-12 Horz: 1-3=-16 Drag: 3-4=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T07 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110343 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-QZG6dD1?7wKTzzEgEYf0ABk8zSO_Z?JGHJ1OZ4y6Q5T Scale = 1:78.8 1 2 3 456 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 5x6 5x6 3x6 5x6 6x6 4x6 3x8 MT18HS 3x6 4x6 3x8 3x4 3x4 3x4 3x8 3x6 4x6 4x6 3x8 MT18HS 5-10-25-10-2 11-8-125-10-10 21-6-09-9-5 31-3-59-9-5 37-1-155-10-10 43-3-06-1-1 5-10-2 5-10-2 11-8-12 5-10-10 18-2-15 6-6-3 24-9-2 6-6-3 31-3-5 6-6-3 37-1-15 5-10-10 43-3-0 6-1-1 3-8-311-6-03-6-311-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-4,0-2-4], [7:0-4-4,0-2-4], [9:Edge,0-1-12], [10:Edge,0-2-0], [11:0-2-8,0-2-0], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.88 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.08 0.07 (loc) 14-16 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-17,2-16,8-12,8-11,1-17,9-11: 2x3 SPF No.2 1-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-12 REACTIONS. (size) 18=0-3-8, 10=0-3-8 Max Horz 18=-327(LC 6) Max Uplift 18=-126(LC 10), 10=-129(LC 11) Max Grav 18=1965(LC 2), 10=1962(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1735/286, 2-3=-1938/391, 3-4=-1546/378, 4-6=-1954/403, 6-7=-1565/381, 7-8=-1960/395, 8-9=-1799/292, 1-18=-1872/259, 9-10=-1865/261 BOT CHORD 17-18=-300/305, 16-17=-303/1438, 14-16=-299/1881, 12-14=-254/1887, 11-12=-78/1437 WEBS 2-17=-607/136, 2-16=-161/314, 3-16=-56/743, 4-16=-736/247, 4-14=-16/321, 6-14=-16/301, 6-12=-714/247, 7-12=-59/757, 8-12=-163/273, 8-11=-563/134, 1-17=-132/1590, 9-11=-132/1605 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 19-2-11, Interior(1) 19-2-11 to 23-9-6, Exterior(2R) 23-9-6 to 37-9-10, Exterior(2E) 37-9-10 to 43-1-4 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) 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) 18=126, 10=129. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T08 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110344 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MxOs2v2FfYaADHO3MzhUFcpSjG7M1v2ZldWVdzy6Q5R Scale = 1:87.8 1 2 3 4 5 6 789 10 11 12 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 4x6 6x8 4x6 6x6 8x8 8x10 4x6 3x8 MT18HS 4x6 2x4 3x8 4x6 3x6 4x6 3x8 4x6 4x6 4x6 3x6 3x6 7-11-107-11-10 15-8-127-9-2 25-6-09-9-5 35-3-59-9-5 41-1-155-10-10 47-3-06-1-1 -1-6-8 1-6-8 7-11-10 7-11-10 15-8-12 7-9-2 22-2-15 6-6-3 28-9-2 6-6-3 35-3-5 6-6-3 41-1-15 5-10-10 47-3-0 6-1-1 1-0-311-6-03-6-311-6-08.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-13], [13:Edge,0-2-0], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.70 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.49 0.12 0.09 (loc) 17-19 15-17 13 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 268 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,4-19,11-15,11-14,12-14: 2x3 SPF No.2, 12-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 7-19, 7-17, 9-15 REACTIONS. (size) 2=0-3-8, 13=Mechanical Max Horz 2=279(LC 7) Max Uplift 2=-205(LC 10), 13=-129(LC 11) Max Grav 2=2244(LC 2), 13=2151(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3109/367, 4-6=-2593/421, 6-7=-2103/422, 7-9=-2332/428, 9-10=-1781/388, 10-11=-2220/404, 11-12=-2007/284, 12-13=-2053/279 BOT CHORD 2-21=-326/2470, 19-21=-326/2470, 17-19=-261/2315, 15-17=-215/2212, 14-15=-168/1609 WEBS 4-21=0/346, 4-19=-622/279, 6-19=-36/1024, 7-19=-530/261, 9-17=-20/476, 9-15=-923/252, 10-15=-66/901, 11-15=-156/340, 11-14=-629/161, 12-14=-189/1792 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) -1-6-8 to 3-9-2, Interior(1) 3-9-2 to 7-11-10, Exterior(2R) 7-11-10 to 23-2-11, Interior(1) 23-2-11 to 27-9-6, Exterior(2R) 27-9-6 to 41-9-10, Exterior(2E) 41-9-10 to 47-1-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=205, 13=129. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T09 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110345 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-q8yFFF3tPri1qQzFwgCjopMfcgOOmLtizHF2APy6Q5Q Scale = 1:86.9 1 2 3 4 5 6789101112 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 4x6 6x8 4x6 6x8 3x8 MT18HS8x10 4x6 3x6 4x6 2x4 3x6 3x8 2x4 4x6 4x6 4x6 6x8 4x8 3x6 3x6 7-11-107-11-10 15-8-127-9-2 23-8-37-11-7 31-5-147-9-11 39-3-97-9-11 47-3-07-11-7 -1-6-8 1-6-8 7-11-10 7-11-10 15-8-12 7-9-2 23-8-3 7-11-7 31-5-14 7-9-11 39-3-9 7-9-11 47-3-0 7-11-7 1-0-311-6-08.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.96 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.11 0.12 (loc) 16-17 16-17 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-5: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-13: 2x4 SPF 2100F 1.8E, 4-21,4-19: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 4-19, 6-17, 7-17, 9-16, 10-14, 12-14 REACTIONS. (size) 13=Mechanical, 2=0-3-8 Max Horz 2=456(LC 10) Max Uplift 13=-359(LC 7), 2=-177(LC 10) Max Grav 13=2221(LC 2), 2=2248(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3127/247, 4-6=-2594/331, 6-7=-2357/373, 7-9=-2357/373, 9-10=-2101/336, 10-12=-1341/217, 12-13=-2060/398 BOT CHORD 2-21=-471/2479, 19-21=-471/2479, 17-19=-309/2098, 16-17=-336/2101, 14-16=-217/1341 WEBS 4-21=0/368, 4-19=-642/283, 6-19=-74/732, 6-17=-243/552, 7-17=-508/247, 9-17=-148/456, 9-16=-778/260, 10-16=-206/1322, 10-14=-1513/414, 12-14=-378/2316 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) -1-6-8 to 3-9-2, Interior(1) 3-9-2 to 7-11-10, Exterior(2R) 7-11-10 to 23-2-11, Interior(1) 23-2-11 to 41-9-10, Exterior(2E) 41-9-10 to 47-1-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=359, 2=177. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T09 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110345 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-q8yFFF3tPri1qQzFwgCjopMfcgOOmLtizHF2APy6Q5Q LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-12=-50, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-26=19, 4-26=11, 4-6=26, 6-27=26, 27-28=11, 12-28=19, 13-22=-12 Horz: 1-2=-51, 2-26=-31, 4-26=-23, 4-6=-38 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-12=-35, 13-22=-20 Horz: 1-2=-10, 2-6=15 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-12=28, 13-22=-12 Horz: 1-2=-10, 2-6=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=28, 13-22=-12 Horz: 1-2=-17, 2-6=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-12=8, 13-22=-20 Horz: 1-2=9, 2-6=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=8, 13-22=-20 Horz: 1-2=-17, 2-6=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-12=-9, 13-22=-20 Horz: 1-2=-34, 2-6=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=-9, 13-22=-20 Horz: 1-2=-17, 2-6=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-12=-20, 22-29=-40, 29-30=-60, 19-30=-40, 19-31=-60, 31-32=-40, 16-32=-60, 16-33=-40, 14-33=-60, 14-34=-40, 13-34=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-12=-29, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=6, 2-6=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-29, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-13, 2-6=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-12=-42, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-26, 2-6=-21 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T09 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110345 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:35 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-q8yFFF3tPri1qQzFwgCjopMfcgOOmLtizHF2APy6Q5Q LOAD CASE(S) Standard Except: 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-42, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-13, 2-6=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-12=-28, 13-22=-12 Horz: 1-2=-16, 2-6=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-12=4, 13-22=-12 Horz: 1-6=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-12=-50, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-20, 6-12=-50, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-26=19, 4-26=11, 4-6=26, 6-27=26, 27-28=11, 12-28=19, 13-22=-12 Horz: 1-2=-51, 2-26=-31, 4-26=-23, 4-6=-38 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-12=-35, 13-22=-20 Horz: 1-2=-10, 2-6=15 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-12=28, 13-22=-12 Horz: 1-2=-10, 2-6=3 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=28, 13-22=-12 Horz: 1-2=-17, 2-6=-23 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-12=8, 13-22=-20 Horz: 1-2=9, 2-6=14 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=8, 13-22=-20 Horz: 1-2=-17, 2-6=-11 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-12=-9, 13-22=-20 Horz: 1-2=-34, 2-6=-28 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=-9, 13-22=-20 Horz: 1-2=-17, 2-6=-11 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-12=-29, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=6, 2-6=11 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T09 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110345 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:35 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-q8yFFF3tPri1qQzFwgCjopMfcgOOmLtizHF2APy6Q5Q LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-29, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-13, 2-6=-8 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-12=-42, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-26, 2-6=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-42, 22-29=-35, 29-30=-50, 19-30=-35, 19-31=-50, 31-32=-35, 16-32=-50, 16-33=-35, 14-33=-50, 14-34=-35, 13-34=-50 Horz: 1-2=-13, 2-6=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-12=-28, 13-22=-12 Horz: 1-2=-16, 2-6=16 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-12=4, 13-22=-12 Horz: 1-6=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T10 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110346 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-JKWdTb4WA9quSaYRTOkyL1um94ljVrdrCx?biry6Q5P Scale = 1:86.2 1 2 3 4 5 6789101112 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 4x6 6x6 4x6 6x8 3x8 MT18HS8x10 4x6 3x8 MT18HS 4x6 2x4 3x6 3x6 4x6 2x4 5x8 4x6 6x8 4x8 3x6 3x8 MT18HS 7-4-87-4-8 14-6-87-2-0 22-6-148-0-6 30-9-08-2-2 38-11-28-2-2 47-3-08-3-14 -1-6-8 1-6-8 7-4-8 7-4-8 14-6-8 7-2-0 22-6-14 8-0-6 30-9-0 8-2-2 38-11-2 8-2-2 47-3-0 8-3-14 1-0-310-6-310-8-810-6-38.00 12 Plate Offsets (X,Y)-- [14:0-3-8,0-3-0], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.96 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.11 0.12 (loc) 16-18 16-18 13 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-13: 2x4 SPF 2100F 1.8E, 4-21,4-19,6-19: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 4-19, 6-18, 7-18, 7-16, 9-16, 10-14, 12-14 REACTIONS. (size) 13=Mechanical, 2=0-3-8 Max Horz 2=417(LC 10) Max Uplift 13=-361(LC 7), 2=-172(LC 10) Max Grav 13=2210(LC 2), 2=2243(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3109/273, 4-6=-2689/351, 6-7=-2591/412, 7-9=-2344/379, 9-10=-2344/379, 10-12=-1519/249, 12-13=-2040/402 BOT CHORD 2-21=-432/2462, 19-21=-432/2462, 18-19=-326/2192, 16-18=-410/2589, 14-16=-249/1519 WEBS 4-21=0/297, 4-19=-489/254, 6-19=-62/641, 6-18=-253/733, 7-18=-368/299, 7-16=-408/139, 9-16=-471/217, 10-16=-206/1313, 10-14=-1472/417, 12-14=-397/2398 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) -1-6-8 to 3-9-2, Interior(1) 3-9-2 to 7-0-8, Exterior(2R) 7-0-8 to 22-0-7, Interior(1) 22-0-7 to 41-10-2, Exterior(2E) 41-10-2 to 47-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=361, 2=172. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T10 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110346 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:36 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-JKWdTb4WA9quSaYRTOkyL1um94ljVrdrCx?biry6Q5P LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-12=-50, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-26=19, 26-27=11, 6-27=26, 6-28=26, 28-29=11, 12-29=19, 13-22=-12 Horz: 1-2=-51, 2-26=-31, 26-27=-23, 6-27=-38 Drag: 6-28=0, 7-28=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-12=-35, 13-22=-20 Horz: 1-2=-10, 2-6=15 Drag: 6-7=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-12=28, 13-22=-12 Horz: 1-2=-10, 2-6=3 Drag: 6-7=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=28, 13-22=-12 Horz: 1-2=-17, 2-6=-23 Drag: 6-7=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-12=8, 13-22=-20 Horz: 1-2=9, 2-6=14 Drag: 6-7=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=8, 13-22=-20 Horz: 1-2=-17, 2-6=-11 Drag: 6-7=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 Drag: 6-7=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 Drag: 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-12=11, 13-22=-12 Horz: 1-2=-34, 2-6=-40 Drag: 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-12=11, 13-22=-12 Horz: 1-2=-17, 2-6=-23 Drag: 6-7=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-12=-9, 13-22=-20 Horz: 1-2=-34, 2-6=-28 Drag: 6-7=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-12=-9, 13-22=-20 Horz: 1-2=-17, 2-6=-11 Drag: 6-7=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-12=-20, 22-30=-40, 30-31=-60, 19-31=-40, 19-32=-60, 18-32=-40, 18-33=-60, 33-34=-40, 14-34=-60, 14-35=-40, 13-35=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T10 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110346 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:36 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-JKWdTb4WA9quSaYRTOkyL1um94ljVrdrCx?biry6Q5P LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-12=-29, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 Horz: 1-2=6, 2-6=11 Drag: 6-7=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-29, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-12=-42, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 Horz: 1-2=-26, 2-6=-21 Drag: 6-7=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-12=-42, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-12=-28, 13-22=-12 Horz: 1-2=-16, 2-6=16 Drag: 6-7=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-12=4, 13-22=-12 Horz: 1-6=-16 Drag: 6-7=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-12=-50, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-20, 6-12=-50, 22-30=-35, 30-31=-50, 19-31=-35, 19-32=-50, 18-32=-35, 18-33=-50, 33-34=-35, 14-34=-50, 14-35=-35, 13-35=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T11 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110347 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-nW4?gx48xTyl4k7d15FBtER4ST6IEGb?Rbk9EHy6Q5O Scale = 1:70.7 1 2 3 4 5 67 8 9 10 15 14 13 12 1116 17 18 19 3x6 4x6 4x6 3x6 3x4 3x4 3x8 MT18HS3x8 3x6 3x4 6x8 5x6 3x4 3x6 3x8 8-8-78-8-7 18-8-1310-0-7 20-7-01-10-3 28-4-07-9-0 -1-6-8 1-6-8 3-0-0 3-0-0 8-8-7 5-8-7 13-8-10 5-0-3 18-8-13 5-0-3 23-5-3 4-8-5 28-4-0 4-10-13 1-10-312-0-00-9-1012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [5:0-3-2,0-2-0], [7:0-3-2,0-2-0], [10:0-2-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.81 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.54 0.01 0.04 (loc) 12-14 12-14 11 12-14 l/defl >689 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,8-12,8-11,3-15: 2x3 SPF No.2, 2-15: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 6-12, 7-12, 8-11 REACTIONS. (size) 11=0-3-8, 15=0-3-8 Max Horz 15=-351(LC 8) Max Uplift 11=-108(LC 11), 15=-87(LC 10) Max Grav 11=1785(LC 2), 15=883(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-652/161, 5-6=-441/213, 8-10=-121/392 BOT CHORD 14-15=-273/533, 12-14=-155/335, 11-12=-955/278 WEBS 3-14=-219/278, 6-14=-76/472, 6-12=-652/201, 7-12=-343/53, 8-12=-55/1423, 8-11=-1740/287, 3-15=-702/73 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) -1-6-8 to 3-9-2, Exterior(2R) 3-9-2 to 23-0-6, Exterior(2E) 23-0-6 to 28-4-0 zone; cantilever right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 15 except (jt=lb) 11=108. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T12 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110348 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-FjeNtH5mim5chuiqbpmQQS_DNtc0zqO8fFUimky6Q5N Scale = 1:43.4 1 2 34 7 65 5x6 2x4 2x4 3x4 3x6 3x4 4-5-74-5-7 5-7-21-1-11 -1-6-8 1-6-8 4-5-7 4-5-7 5-7-2 1-1-11 1-10-36-10-117-0-86-7-30-3-86-10-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.14 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-1-8 Max Horz 7=242(LC 10) Max Uplift 5=-179(LC 10) Max Grav 7=329(LC 1), 5=224(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-293/1 BOT CHORD 6-7=-303/154 WEBS 3-5=-337/183, 2-6=-109/296 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) -1-6-8 to 3-9-2, Exterior(2R) 3-9-2 to 4-5-7, Exterior(2E) 4-5-7 to 5-5-6 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) except (jt=lb) 5=179. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T13 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110349 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jvBl5d6OT4DTJ2G09WHfyfWKhHqxiCKIuvDGJAy6Q5M Scale = 1:68.3 1 2 3 4 56 11 10 9 87 12 13 14 15 16 17 3x6 4x8 6x16 2x4 4x6 3x6 3x6 3x4 4x8 6x8 3x6 3x6 3x6 8-1-48-1-4 16-0-07-10-12 21-11-05-11-0 -1-10-8 1-10-8 8-1-4 8-1-4 16-0-0 7-10-12 21-11-0 5-11-0 1-4-012-0-01-7-212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-5-12,0-2-0] 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 0.77 0.67 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 -0.03 0.03 (loc) 8-10 10-11 13 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,3-8,2-10: 2x3 SPF No.2, 2-11: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 1 Row at midpt 3-8, 5-8, 6-13 REACTIONS. (size) 11=0-3-8, 13=0-3-0 Max Horz 11=426(LC 10) Max Uplift 11=-81(LC 10), 13=-209(LC 10) Max Grav 11=1129(LC 17), 13=959(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1153/34, 3-5=-567/44, 5-6=-393/106, 2-11=-1007/123 BOT CHORD 10-11=-493/372, 8-10=-302/970 WEBS 3-10=0/335, 3-8=-726/284, 6-8=-241/874, 2-10=0/653, 6-13=-960/209 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 8-6-1, Exterior(2R) 8-6-1 to 16-0-0, Exterior(2E) 16-0-0 to 21-6-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, with BCDL = 10.0psf. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 13=209. 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) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-6=-50, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T13 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110349 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jvBl5d6OT4DTJ2G09WHfyfWKhHqxiCKIuvDGJAy6Q5M LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-14=19, 14-15=13, 5-15=26, 5-6=19, 7-11=-12 Horz: 1-2=-51, 2-14=-31, 14-15=-25, 5-15=-38, 7-12=34, 2-11=-34 Drag: 5-6=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-5=-35, 5-6=-35, 7-11=-20 Horz: 1-2=-10, 2-5=15, 7-12=-31, 2-11=31 Drag: 5-6=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-15, 5-6=28, 7-11=-12 Horz: 1-2=-10, 2-5=3, 7-12=21, 2-11=16 Drag: 5-6=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=28, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-16, 2-11=-21 Drag: 5-6=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-5=-34, 5-6=8, 7-11=-20 Horz: 1-2=9, 2-5=14, 7-12=10, 2-11=28 Drag: 5-6=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-6=8, 7-11=-20 Horz: 1-2=-17, 2-5=-11, 7-12=-28, 2-11=-10 Drag: 5-6=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-6=11, 7-11=-12 Horz: 1-2=-34, 2-5=-40, 7-12=19, 2-11=14 Drag: 5-6=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=11, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-14, 2-11=-19 Drag: 5-6=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-6=11, 7-11=-12 Horz: 1-2=-34, 2-5=-40, 7-12=19, 2-11=14 Drag: 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=11, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-14, 2-11=-19 Drag: 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=8, 5-6=-9, 7-11=-20 Horz: 1-2=-34, 2-5=-28, 7-12=8, 2-11=25 Drag: 5-6=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-6=-9, 7-11=-20 Horz: 1-2=-17, 2-5=-11, 7-12=-25, 2-11=-8 Drag: 5-6=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-6=-20, 10-11=-40, 10-16=-60, 16-17=-40, 7-17=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-61, 5-6=-29, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=6, 2-5=11, 7-12=7, 2-11=21 Drag: 5-6=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T13 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110349 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:39 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jvBl5d6OT4DTJ2G09WHfyfWKhHqxiCKIuvDGJAy6Q5M LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-6=-29, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-13, 2-5=-8, 7-12=-21, 2-11=-7 Drag: 5-6=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-5=-29, 5-6=-42, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-26, 2-5=-21, 7-12=6, 2-11=19 Drag: 5-6=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-6=-42, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-13, 2-5=-8, 7-12=-19, 2-11=-6 Drag: 5-6=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 7-11=-12 Horz: 1-2=-16, 2-5=16, 7-12=-16, 2-11=16 Drag: 5-6=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-6=4, 7-11=-12 Horz: 1-2=-16, 2-5=-16, 7-12=16, 2-11=-16 Drag: 5-6=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-14=19, 14-15=13, 5-15=26, 5-6=19, 7-11=-12 Horz: 1-2=-51, 2-14=-31, 14-15=-25, 5-15=-38, 7-12=34, 2-11=-34 Drag: 5-6=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-5=-35, 5-6=-35, 7-11=-20 Horz: 1-2=-10, 2-5=15, 7-12=-31, 2-11=31 Drag: 5-6=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-15, 5-6=28, 7-11=-12 Horz: 1-2=-10, 2-5=3, 7-12=21, 2-11=16 Drag: 5-6=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=28, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-16, 2-11=-21 Drag: 5-6=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-5=-34, 5-6=8, 7-11=-20 Horz: 1-2=9, 2-5=14, 7-12=10, 2-11=28 Drag: 5-6=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-6=8, 7-11=-20 Horz: 1-2=-17, 2-5=-11, 7-12=-28, 2-11=-10 Drag: 5-6=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-6=11, 7-11=-12 Horz: 1-2=-34, 2-5=-40, 7-12=19, 2-11=14 Drag: 5-6=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=11, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-14, 2-11=-19 Drag: 5-6=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-6=11, 7-11=-12 Horz: 1-2=-34, 2-5=-40, 7-12=19, 2-11=14 Drag: 5-6=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-6=11, 7-11=-12 Horz: 1-2=-17, 2-5=-23, 7-12=-14, 2-11=-19 Drag: 5-6=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T13 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110349 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:39 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jvBl5d6OT4DTJ2G09WHfyfWKhHqxiCKIuvDGJAy6Q5M LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=14, 2-5=8, 5-6=-9, 7-11=-20 Horz: 1-2=-34, 2-5=-28, 7-12=8, 2-11=25 Drag: 5-6=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-6=-9, 7-11=-20 Horz: 1-2=-17, 2-5=-11, 7-12=-25, 2-11=-8 Drag: 5-6=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-61, 5-6=-29, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=6, 2-5=11, 7-12=7, 2-11=21 Drag: 5-6=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-6=-29, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-13, 2-5=-8, 7-12=-21, 2-11=-7 Drag: 5-6=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-5=-29, 5-6=-42, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-26, 2-5=-21, 7-12=6, 2-11=19 Drag: 5-6=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-6=-42, 10-11=-35, 10-16=-50, 16-17=-35, 7-17=-50 Horz: 1-2=-13, 2-5=-8, 7-12=-19, 2-11=-6 Drag: 5-6=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 7-11=-12 Horz: 1-2=-16, 2-5=16, 7-12=-16, 2-11=16 Drag: 5-6=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-6=4, 7-11=-12 Horz: 1-2=-16, 2-5=-16, 7-12=16, 2-11=-16 Drag: 5-6=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss T14 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110350 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-B5l7Iy70EOLKxCrCiEouVt3T9hCZRgfR7Zzprcy6Q5L Scale = 1:62.2 1 2 3 4 5 6 7 8 13 12 11 10 914 5x10 MT18HS 5x10 MT18HS 3x6 3x8 3x6 3x4 3x6 3x4 3x6 3x6 3x4 6-11-76-11-7 14-11-98-0-2 21-11-06-11-7 -1-6-8 1-6-8 3-0-0 3-0-0 6-11-7 3-11-7 14-11-9 8-0-2 18-11-0 3-11-7 21-11-0 3-0-0 23-5-8 1-6-8 1-10-1010-0-01-10-1010-0-014.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-1-4], [5:0-6-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.52 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.02 -0.01 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 115 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-13,7-9: 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 (2-2-0 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=-329(LC 8) Max Uplift 13=-88(LC 10), 9=-88(LC 11) Max Grav 13=1034(LC 2), 9=1044(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-814/233, 4-5=-542/220, 5-6=-826/233, 2-13=-278/173, 7-9=-277/173 BOT CHORD 12-13=-205/591, 10-12=-60/543, 9-10=-8/451 WEBS 4-12=-41/299, 5-10=-69/355, 3-13=-820/17, 6-9=-834/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-8 to 3-9-2, Exterior(2R) 3-9-2 to 18-1-14, Exterior(2E) 18-1-14 to 23-5-8 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110351 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-7Utuje8Gm?b2AV?bqfrMaI8vxUvbvWckatSwvVy6Q5J Scale = 1:77.4 1 2 3 45 987610 11 12 13 14 3x6 6x6 2x4 4x6 5x10 MT18HS 4x10 10x10 10x10 5x6 5-11-115-11-11 11-7-135-8-3 13-11-02-3-3 5-11-11 5-11-11 11-7-13 5-8-3 13-11-0 2-3-3 1-6-1413-0-613-2-1113-0-612.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-2-12,0-1-4], [7:0-3-8,0-5-0], [8:0-3-8,0-5-0] 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 0.52 0.48 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.01 0.05 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 241 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E, 1-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size) 6=0-3-8, 9=0-3-8 Max Horz 9=437(LC 8) Max Uplift 6=-501(LC 8), 9=-82(LC 8) Max Grav 6=4024(LC 2), 9=4259(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3617/86, 2-4=-1145/45, 1-9=-3075/51 BOT CHORD 8-9=-520/552, 7-8=-368/2488, 6-7=-87/686 WEBS 2-8=-186/3717, 2-7=-2846/450, 4-7=-405/4600, 4-6=-4122/522, 1-8=-96/2087 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=501. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1184 lb down and 75 lb up at 1-8-12, 1184 lb down and 75 lb up at 3-8-12, 1180 lb down and 75 lb up at 5-8-12, 1171 lb down and 75 lb up at 7-8-12, and 1184 lb down and 75 lb up at 9-8-12, and 1184 lb down and 75 lb up at 11-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110351 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-bgRGx_9vXJjvofanOMMb7Vh4huEqezstpXBTSxy6Q5I 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, 6-9=-20 Concentrated Loads (lb) Vert: 8=-1058(F) 7=-1058(F) 10=-1058(F) 11=-1058(F) 12=-1058(F) 14=-1058(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110352 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-4t?e8KAXIcrmQp9_x3tqfjEAYIebNTA12Bx0_Ny6Q5H Scale = 1:70.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 23 6x8 5x12 5x6 3x12 4x6 3x6 3x6 3x6 3x6 2x4 3x8 4x6 5x6 4x6 2x4 4x6 3-7-03-7-0 9-8-26-1-2 15-9-46-1-2 19-4-43-7-0 24-1-84-9-4 32-9-128-8-4 -1-6-8 1-6-8 3-7-0 3-7-0 11-5-10 7-10-10 19-4-4 7-10-10 24-1-8 4-9-4 28-9-12 4-8-4 32-9-12 4-0-0 34-0-4 1-2-8 1-6-144-11-99-11-21-2-144-11-912.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-2-12,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 0.89 0.25 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.01 (loc) 16-17 10-11 10 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS. (size) 18=0-3-8, 14=0-3-8, 10=0-8-0 Max Horz 18=-297(LC 27) Max Uplift 18=-745(LC 8), 14=-1130(LC 8), 10=-116(LC 30) Max Grav 18=848(LC 36), 14=1739(LC 36), 10=664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-787/789, 3-4=-613/707, 4-5=-179/356, 5-6=-502/219, 6-7=-444/179, 2-18=-838/787, 8-10=-289/144 BOT CHORD 17-18=-274/291, 16-17=-663/664, 14-16=-539/572, 13-14=-137/350, 11-13=-136/347, 10-11=-3/363 WEBS 3-17=-376/374, 4-16=-511/559, 4-14=-1099/996, 5-14=-828/176, 6-11=-162/313, 2-17=-593/597, 7-10=-427/52 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) 18=745, 14=1130, 10=116. 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) 290 lb down and 411 lb up at 3-7-0, 120 lb down and 184 lb up at 5-7-10, 120 lb down and 184 lb up at 7-7-10, 120 lb down and 184 lb up at 9-7-10, 120 lb down and 184 lb up at 11-7-10, and 120 lb down and 184 lb up at 13-7-10, and 131 lb down and 179 lb up at 14-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110352 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-4t?e8KAXIcrmQp9_x3tqfjEAYIebNTA12Bx0_Ny6Q5H 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, 6-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 17=-94 16=-48 19=-48 20=-48 21=-48 22=-48 23=-82 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 16 Prescott Place Job Reference (optional) I44110353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-0F7PZ0BnqD5Tf7JM3UvIl8JXf6H2rISKVVQ72Gy6Q5F Scale = 1:71.0 1 2 3 4 567 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 23 24 25 3x6 8x8 10x10 9x22 MT18HS 4x6 3x8 10x10 10x10 10x10 2x4 8x8 8x8 4x6 3x12 5-8-105-8-10 8-8-72-11-13 13-8-105-0-3 18-8-135-0-3 20-7-01-10-3 28-4-07-9-0 -1-6-8 1-6-8 5-8-10 5-8-10 8-8-7 2-11-13 13-8-10 5-0-3 18-8-13 5-0-3 23-5-14 4-9-1 28-4-0 4-10-2 1-10-312-0-00-9-1012-0-014.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [7:0-2-11,Edge], [9:0-5-8,Edge], [9:0-1-4,0-3-1], [9:0-0-10,0-0-9], [11:0-3-8,0-4-0], [14:0-3-8,0-5-0], [15:0-3-8,0-5-0], [16:0-0-0,0-1-12], [16:1-8-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.45 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.01 0.12 (loc) 12-14 12-14 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 661 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-15,2-16: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-348(LC 6) Max Uplift 16=-3531(LC 8), 10=-2260(LC 9) Max Grav 16=8925(LC 23), 10=12790(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9166/3666, 4-5=-7944/2674, 5-6=-4801/1295, 6-7=-4801/1295, 7-8=-2374/631, 8-9=-143/362, 2-16=-8715/3460 BOT CHORD 15-16=-423/464, 14-15=-2523/5879, 12-14=-1762/5207, 11-12=-456/1433, 10-11=-5684/1143 WEBS 4-15=-2818/3307, 4-14=-2705/2371, 5-14=-3163/6718, 5-12=-1432/1310, 6-12=-255/215, 7-12=-2276/8525, 7-11=-6391/1737, 8-11=-2050/11220, 8-10=-12058/2260, 2-15=-2397/5907 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-6-0 oc, Except member 14-4 2x4 - 1 row at 0-9-0 oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 12-5 2x4 - 1 row at 0-9-0 oc, member 6-12 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 11-7 2x4 - 1 row at 0-9-0 oc, member 11-8 2x4 - 1 row at 0-9-0 oc, member 10-8 2x4 - 1 row at 0-9-0 oc, member 15-2 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; cantilever right exposed ; 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, with BCDL = 10.0psf.Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 16 Prescott Place Job Reference (optional) I44110353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-0F7PZ0BnqD5Tf7JM3UvIl8JXf6H2rISKVVQ72Gy6Q5F NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=3531, 10=2260. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4656 lb down and 3692 lb up at 5-8-10, 2175 lb down and 381 lb up at 7-7-14, 2174 lb down and 379 lb up at 9-7-14, 2176 lb down and 379 lb up at 11-7-14, 2186 lb down and 379 lb up at 13-7-14, 2111 lb down and 149 lb up at 15-2-4, and 2101 lb down and 149 lb up at 17-2-4, and 2114 lb down and 149 lb up at 19-2-4 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, 2-5=-60, 5-7=-60, 7-9=-60, 9-16=-20 Concentrated Loads (lb) Vert: 15=-4031(F) 12=-1863(F) 17=-1863(F) 18=-1863(F) 19=-1863(F) 21=-1863(F) 22=-1863(F) 23=-1863(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yeE9_iD1MrLBuQSlAvxmqZOstvrNJE7czpvE79y6Q5D Scale = 1:86.9 1 2 3 4 56 78 9 10 11 12 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6x6 4x6 5x8 3x16 MT18HS5x12 4x6 4x6 4x6 2x4 4x6 4x6 4x6 2x4 4x8 4x6 4x6 4x6 5x12 4x6 4x6 5-8-05-8-0 11-0-85-4-8 18-1-107-1-3 25-4-97-2-15 32-7-77-2-15 39-10-67-2-15 47-3-07-4-11 -1-6-8 1-6-8 5-8-0 5-8-0 11-0-8 5-4-8 18-1-10 7-1-3 25-4-9 7-2-15 32-7-7 7-2-15 39-10-6 7-2-15 47-3-0 7-4-11 1-0-38-2-38-4-88-2-38.00 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [14:0-3-8,0-2-8] 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-MS 0.87 0.90 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.36 -0.11 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 577 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-18,6-17,9-17,11-15,12-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 1 Row at midpt 12-13, 11-15, 12-14 REACTIONS. (size) 13=Mechanical, 2=0-3-8 Max Horz 2=324(LC 29) Max Uplift 13=-3672(LC 5), 2=-2661(LC 5) Max Grav 13=4848(LC 38), 2=4276(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6341/4214, 4-5=-6157/4351, 5-6=-6822/5034, 6-7=-7183/5357, 7-9=-7183/5357, 9-11=-6197/4641, 11-12=-3871/2909, 12-13=-4245/3179 BOT CHORD 2-21=-3510/5094, 20-21=-3510/5094, 18-20=-3693/5115, 17-18=-5033/6821, 15-17=-4641/6197, 14-15=-2909/3871 WEBS 4-20=-500/336, 5-20=-844/1257, 5-18=-2058/2565, 6-18=-835/627, 6-17=-539/562, 7-17=-435/205, 9-17=-1046/1441, 9-15=-1346/961, 11-15=-2533/3400, 11-14=-2803/2062, 12-14=-4232/5633 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 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, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=3672, 2=2661. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yeE9_iD1MrLBuQSlAvxmqZOstvrNJE7czpvE79y6Q5D NOTES- 12) Load case(s) 2, 14, 15, 16, 17, 18, 23, 24, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 490 lb down and 378 lb up at 7-1-4, 186 lb down and 199 lb up at 9-1-4, 236 lb down and 282 lb up at 11-1-4, 236 lb down and 282 lb up at 13-1-4, 236 lb down and 282 lb up at 15-1-4, 236 lb down and 282 lb up at 17-1-4, 236 lb down and 282 lb up at 19-1-4, 236 lb down and 282 lb up at 21-1-4, 236 lb down and 282 lb up at 23-1-4, 236 lb down and 282 lb up at 25-1-4, 236 lb down and 282 lb up at 27-1-4, 236 lb down and 282 lb up at 29-1-4, 236 lb down and 282 lb up at 31-1-4, 236 lb down and 282 lb up at 33-1-4, 236 lb down and 282 lb up at 35-1-4, 236 lb down and 282 lb up at 37-1-4, 236 lb down and 282 lb up at 39-1-4, 236 lb down and 282 lb up at 41-1-4, 236 lb down and 282 lb up at 43-1-4, and 236 lb down and 282 lb up at 45-1-4, and 241 lb down and 277 lb up at 46-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 20=-176 17=-176 16=-176 26=-431(B) 27=-176 28=-176 30=-176 31=-176 32=-176 33=-176 35=-176 36=-176 37=-176 38=-176 39=-176 41=-176 42=-176 43=-176 44=-176 46=-176 47=-181 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-12=-50, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Concentrated Loads (lb) Vert: 20=-152 17=-152 16=-152 26=-410(B) 27=-152 28=-152 30=-152 31=-152 32=-152 33=-152 35=-152 36=-152 37=-152 38=-152 39=-152 41=-152 42=-152 43=-152 44=-152 46=-152 47=-157 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-15, 5-12=28, 13-22=-12 Horz: 1-2=-10, 2-5=3 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=28, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-5=-34, 5-12=8, 13-22=-20 Horz: 1-2=9, 2-5=14 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=282 17=282 16=282 26=378(B) 27=199 28=282 30=282 31=282 32=282 33=282 35=282 36=282 37=282 38=282 39=282 41=282 42=282 43=282 44=282 46=282 47=277 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-12=8, 13-22=-20 Horz: 1-2=-17, 2-5=-11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=282 17=282 16=282 26=378(B) 27=199 28=282 30=282 31=282 32=282 33=282 35=282 36=282 37=282 38=282 39=282 41=282 42=282 43=282 44=282 46=282 47=277 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-12=11, 13-22=-12 Horz: 1-2=-34, 2-5=-40 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=11, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:48 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yeE9_iD1MrLBuQSlAvxmqZOstvrNJE7czpvE79y6Q5D LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-12=11, 13-22=-12 Horz: 1-2=-34, 2-5=-40 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=11, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=274 17=274 16=274 26=370(B) 27=191 28=274 30=274 31=274 32=274 33=274 35=274 36=274 37=274 38=274 39=274 41=274 42=274 43=274 44=274 46=274 47=271 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=8, 5-12=-9, 13-22=-20 Horz: 1-2=-34, 2-5=-28 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=282 17=282 16=282 26=378(B) 27=199 28=282 30=282 31=282 32=282 33=282 35=282 36=282 37=282 38=282 39=282 41=282 42=282 43=282 44=282 46=282 47=277 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-12=-9, 13-22=-20 Horz: 1-2=-17, 2-5=-11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=282 17=282 16=282 26=378(B) 27=199 28=282 30=282 31=282 32=282 33=282 35=282 36=282 37=282 38=282 39=282 41=282 42=282 43=282 44=282 46=282 47=277 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-12=-20, 20-22=-40, 20-29=-60, 18-29=-40, 18-34=-60, 34-37=-40, 15-37=-60, 15-40=-40, 14-40=-60, 14-45=-40, 13-45=-60 Concentrated Loads (lb) Vert: 20=-81 17=-81 16=-81 26=-247(B) 27=-81 28=-81 30=-81 31=-81 32=-81 33=-81 35=-81 36=-81 37=-81 38=-81 39=-81 41=-81 42=-81 43=-81 44=-81 46=-81 47=-86 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-61, 5-12=-29, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=6, 2-5=11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=201 17=201 16=201 26=187(B) 27=140 28=201 30=201 31=201 32=201 33=201 35=201 36=201 37=201 38=201 39=201 41=201 42=201 43=201 44=201 46=201 47=196 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-12=-29, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-13, 2-5=-8 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=201 17=201 16=201 26=187(B) 27=140 28=201 30=201 31=201 32=201 33=201 35=201 36=201 37=201 38=201 39=201 41=201 42=201 43=201 44=201 46=201 47=196 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-5=-29, 5-12=-42, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-26, 2-5=-21 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=201 17=201 16=201 26=187(B) 27=140 28=201 30=201 31=201 32=201 33=201 35=201 36=201 37=201 38=201 39=201 41=201 42=201 43=201 44=201 46=201 47=196 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-12=-42, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-13, 2-5=-8 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=201 17=201 16=201 26=187(B) 27=140 28=201 30=201 31=201 32=201 33=201 35=201 36=201 37=201 38=201 39=201 41=201 42=201 43=201 44=201 46=201 47=196 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:48 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yeE9_iD1MrLBuQSlAvxmqZOstvrNJE7czpvE79y6Q5D LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-12, 2-5=-17, 5-12=-12, 13-22=-12 Horz: 2-5=5 Concentrated Loads (lb) Vert: 20=226 17=226 16=226 26=295(B) 27=153 28=226 30=226 31=226 32=226 33=226 35=226 36=226 37=226 38=226 39=226 41=226 42=226 43=226 44=226 46=226 47=223 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-12=-50, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Concentrated Loads (lb) Vert: 20=-152 17=-152 16=-152 26=-410(B) 27=-152 28=-152 30=-152 31=-152 32=-152 33=-152 35=-152 36=-152 37=-152 38=-152 39=-152 41=-152 42=-152 43=-152 44=-152 46=-152 47=-157 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-12=-50, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Concentrated Loads (lb) Vert: 20=-152 17=-152 16=-152 26=-410(B) 27=-152 28=-152 30=-152 31=-152 32=-152 33=-152 35=-152 36=-152 37=-152 38=-152 39=-152 41=-152 42=-152 43=-152 44=-152 46=-152 47=-157 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-15, 5-12=28, 13-22=-12 Horz: 1-2=-10, 2-5=3 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=28, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-5=-34, 5-12=8, 13-22=-20 Horz: 1-2=9, 2-5=14 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-216 17=-216 16=-216 26=-426(B) 27=-150 28=-216 30=-216 31=-216 32=-216 33=-216 35=-216 36=-216 37=-216 38=-216 39=-216 41=-216 42=-216 43=-216 44=-216 46=-216 47=-221 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-12=8, 13-22=-20 Horz: 1-2=-17, 2-5=-11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-216 17=-216 16=-216 26=-426(B) 27=-150 28=-216 30=-216 31=-216 32=-216 33=-216 35=-216 36=-216 37=-216 38=-216 39=-216 41=-216 42=-216 43=-216 44=-216 46=-216 47=-221 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-12=11, 13-22=-12 Horz: 1-2=-34, 2-5=-40 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=11, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 5-12=11, 13-22=-12 Horz: 1-2=-34, 2-5=-40 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:48 2020 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yeE9_iD1MrLBuQSlAvxmqZOstvrNJE7czpvE79y6Q5D LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 5-12=11, 13-22=-12 Horz: 1-2=-17, 2-5=-23 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-224 17=-224 16=-224 26=-434(B) 27=-158 28=-224 30=-224 31=-224 32=-224 33=-224 35=-224 36=-224 37=-224 38=-224 39=-224 41=-224 42=-224 43=-224 44=-224 46=-224 47=-227 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=8, 5-12=-9, 13-22=-20 Horz: 1-2=-34, 2-5=-28 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-216 17=-216 16=-216 26=-426(B) 27=-150 28=-216 30=-216 31=-216 32=-216 33=-216 35=-216 36=-216 37=-216 38=-216 39=-216 41=-216 42=-216 43=-216 44=-216 46=-216 47=-221 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 5-12=-9, 13-22=-20 Horz: 1-2=-17, 2-5=-11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-216 17=-216 16=-216 26=-426(B) 27=-150 28=-216 30=-216 31=-216 32=-216 33=-216 35=-216 36=-216 37=-216 38=-216 39=-216 41=-216 42=-216 43=-216 44=-216 46=-216 47=-221 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-5=-61, 5-12=-29, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=6, 2-5=11 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-236 17=-236 16=-236 26=-490(B) 27=-186 28=-236 30=-236 31=-236 32=-236 33=-236 35=-236 36=-236 37=-236 38=-236 39=-236 41=-236 42=-236 43=-236 44=-236 46=-236 47=-241 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-12=-29, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-13, 2-5=-8 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-236 17=-236 16=-236 26=-490(B) 27=-186 28=-236 30=-236 31=-236 32=-236 33=-236 35=-236 36=-236 37=-236 38=-236 39=-236 41=-236 42=-236 43=-236 44=-236 46=-236 47=-241 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-5=-29, 5-12=-42, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-26, 2-5=-21 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-236 17=-236 16=-236 26=-490(B) 27=-186 28=-236 30=-236 31=-236 32=-236 33=-236 35=-236 36=-236 37=-236 38=-236 39=-236 41=-236 42=-236 43=-236 44=-236 46=-236 47=-241 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 5-12=-42, 20-22=-35, 20-29=-50, 18-29=-35, 18-34=-50, 34-37=-35, 15-37=-50, 15-40=-35, 14-40=-50, 14-45=-35, 13-45=-50 Horz: 1-2=-13, 2-5=-8 Drag: 5-6=0 Concentrated Loads (lb) Vert: 20=-236 17=-236 16=-236 26=-490(B) 27=-186 28=-236 30=-236 31=-236 32=-236 33=-236 35=-236 36=-236 37=-236 38=-236 39=-236 41=-236 42=-236 43=-236 44=-236 46=-236 47=-241 39) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-5=-17, 5-12=-12, 13-22=-12 Horz: 2-5=5 Concentrated Loads (lb) Vert: 20=-176 17=-176 16=-176 26=-356(B) 27=-119 28=-176 30=-176 31=-176 32=-176 33=-176 35=-176 36=-176 37=-176 38=-176 39=-176 41=-176 42=-176 43=-176 44=-176 46=-176 47=-179 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110355 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-u0MvPNEItSbv8kc7IK_Ev_ULjjirnFtvQ7OLC1y6Q5B Scale = 1:34.4 1 2 34 7 658 5x6 2x4 4x6 2x4 3x4 3x6 3-3-113-3-11 5-7-22-3-7 -1-6-8 1-6-8 3-3-11 3-3-11 5-7-2 2-3-7 1-10-35-6-115-8-85-6-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.14 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 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=191(LC 8) Max Uplift 5=-358(LC 8), 7=-151(LC 8) Max Grav 5=538(LC 35), 7=501(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/155, 2-7=-466/155 WEBS 3-6=-363/499, 3-5=-445/337, 2-6=-177/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=358, 7=151. 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) 296 lb down and 290 lb up at 3-3-12, and 308 lb down and 152 lb up at 3-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-162 8=-245 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110356 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MDwIcjFwemjmluBKs2VTSB0RD7xSWg43fn7ukUy6Q5A Scale = 1:51.3 1 2 3 45 6 7 12 11 10 9 813 14 15 16 6x6 6x6 3x12 4x6 6x8 3x4 5x8 3x12 5x8 6x8 6-0-06-0-0 15-11-09-11-0 21-11-06-0-0 -1-6-8 1-6-8 6-0-0 6-0-0 10-11-8 4-11-8 15-11-0 4-11-8 21-11-0 6-0-0 23-5-8 1-6-8 1-10-108-8-58-10-101-10-108-8-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:Edge,0-1-5], [9:0-4-0,0-4-8], [11:0-4-0,0-4-8] 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 0.55 0.62 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.26 -0.01 (loc) 9-11 9-11 8 l/defl >733 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 256 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,4-9: 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 6-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=-293(LC 6) Max Uplift 12=-1542(LC 8), 8=-1532(LC 9) Max Grav 12=2219(LC 35), 8=2212(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1796, 3-4=-1442/1258, 4-5=-1436/1250, 5-6=-2298/1784, 2-12=-2314/1720, 6-8=-2305/1708 BOT CHORD 11-12=-329/398, 9-11=-1238/1588 WEBS 3-11=-1320/1487, 5-9=-1311/1480, 2-11=-1299/1626, 6-9=-1292/1620 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 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) 12=1542, 8=1532. 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) 733 lb down and 890 lb up at 6-0-0, 255 lb down and 298 lb up at 7-10-4, 255 lb down and 298 lb up at 9-10-4, 255 lb down and 298 lb up at 11-10-4, and 255 lb down and 298 lb up at 13-10-4, and 733 lb down and 890 lb up at 15-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 16 Prescott Place Job Reference (optional) I44110356 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-MDwIcjFwemjmluBKs2VTSB0RD7xSWg43fn7ukUy6Q5A 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, 8-12=-20 Concentrated Loads (lb) Vert: 10=-193 11=-492 9=-492 14=-193 15=-193 16=-193 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110357 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-rPUgq3GYP3rdN2mWPl0i_PZbLWPbF4yCtRtSGwy6Q59 Scale = 1:73.2 1 2 3 4 5 876 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 11-2-311-2-3 11-2-3 11-2-3 0-0-413-0-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.12 0.68 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: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 11-1-15. (lb) - Max Horz 1=499(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 6=-114(LC 10), 1=-147(LC 8), 7=-301(LC 10), 8=-263(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=507(LC 10), 7=423(LC 17), 8=365(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-693/610, 2-4=-440/392 WEBS 4-7=-438/358, 2-8=-368/299 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 6, 147 lb uplift at joint 1, 301 lb uplift at joint 7 and 263 lb uplift at joint 8. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110358 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-Jb221PHAANzU?CLizSXxXc6rTwlm_aEM65c?oMy6Q58 Scale = 1:66.6 1 2 3 4 7653x6 2x4 2x4 2x4 2x4 2x4 2x4 10-0-7 10-0-7 0-0-411-8-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.12 0.48 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: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-0-4. (lb) - Max Horz 1=446(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-178(LC 8), 5=-110(LC 10), 6=-310(LC 10), 7=-228(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=496(LC 10), 6=434(LC 17), 7=317(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-660/592, 2-3=-444/403 WEBS 3-6=-453/366, 2-7=-330/266 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 1, 110 lb uplift at joint 5, 310 lb uplift at joint 6 and 228 lb uplift at joint 7. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110359 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-Jb221PHAANzU?CLizSXxXc6p1wk4_cDM65c?oMy6Q58 Scale = 1:60.5 1 2 3 543x4 2x4 2x4 2x4 2x4 8-10-12 8-10-12 0-0-410-4-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.17 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 1=8-10-8, 4=8-10-8, 5=8-10-8 Max Horz 1=394(LC 10) Max Uplift 1=-41(LC 8), 4=-98(LC 10), 5=-369(LC 10) Max Grav 1=332(LC 10), 4=136(LC 17), 5=515(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-480/450 WEBS 2-5=-526/415 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1, 98 lb uplift at joint 4 and 369 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110360 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-nobQElIoxh6LcLwvXA2A3qe05K38j6FVLkMYLoy6Q57 Scale = 1:52.8 1 2 3 542x4 2x4 2x4 2x4 2x4 7-9-0 7-9-0 0-0-49-0-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.24 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 1=7-8-13, 4=7-8-13, 5=7-8-13 Max Horz 1=341(LC 10) Max Uplift 1=-59(LC 8), 4=-109(LC 10), 5=-316(LC 10) Max Grav 1=308(LC 10), 4=151(LC 17), 5=441(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/416 WEBS 2-5=-466/363 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 1, 109 lb uplift at joint 4 and 316 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110361 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-nobQElIoxh6LcLwvXA2A3qe0fK3ej7kVLkMYLoy6Q57 Scale = 1:45.7 1 2 3 542x4 2x4 2x4 2x4 2x4 6-7-5 6-7-5 0-0-47-8-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.21 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-7-1, 4=6-7-1, 5=6-7-1 Max Horz 1=288(LC 10) Max Uplift 1=-86(LC 8), 4=-114(LC 10), 5=-278(LC 10) Max Grav 1=293(LC 10), 4=158(LC 17), 5=388(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/390 WEBS 2-5=-424/328 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 1, 114 lb uplift at joint 4 and 278 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110362 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-F_9oS5IQi_ECEVV55tZPc1B5gkPgSaveaO56tFy6Q56 Scale = 1:38.0 1 2 3 542x4 2x4 2x4 2x4 2x4 5-5-9 5-5-9 0-0-46-4-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-5-6, 4=5-5-6, 5=5-5-6 Max Horz 1=235(LC 10) Max Uplift 1=-162(LC 8), 4=-110(LC 10), 5=-293(LC 10) Max Grav 1=323(LC 10), 4=153(LC 17), 5=409(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/412 WEBS 2-5=-453/351 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 162 lb uplift at joint 1, 110 lb uplift at joint 4 and 293 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110363 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-F_9oS5IQi_ECEVV55tZPc1B33kNwSbFeaO56tFy6Q56 Scale = 1:28.3 1 2 32x4 2x4 2x4 4-3-14 4-3-14 0-0-45-0-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-3-11, 3=4-3-11 Max Horz 1=181(LC 10) Max Uplift 3=-137(LC 10) Max Grav 1=156(LC 1), 3=190(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) 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 137 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110364 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jAjBfRJ2TIM3sf4Heb5e9FjKK8lvB2Voo2rfPhy6Q55 Scale = 1:21.7 1 2 32x4 2x4 2x4 3-2-3 3-2-3 0-0-43-8-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-1-15, 3=3-1-15 Max Horz 1=128(LC 10) Max Uplift 3=-96(LC 10) Max Grav 1=110(LC 1), 3=134(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) 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 96 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110365 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-jAjBfRJ2TIM3sf4Heb5e9FjOP8nbB2Voo2rfPhy6Q55 Scale = 1:14.9 1 2 3 2x4 2x4 2x4 2-0-7 2-0-7 0-0-42-4-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-4, 3=2-0-4 Max Horz 1=75(LC 10) Max Uplift 3=-56(LC 10) Max Grav 1=65(LC 1), 3=78(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) 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 56 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110366 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-BNHZtmKhEcUwTpeTCIcthSGXSX5?wStx1iaCx7y6Q54 Scale = 1:60.6 1 2 3 45 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 5x6 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 10-1-810-1-4 26-10-1116-9-4 10-1-8 10-1-8 16-9-4 6-7-12 26-10-11 10-1-8 0-0-49-11-310-1-80-0-49-11-312.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [6:0-4-0,0-0-15] 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 0.31 0.17 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 5-13, 4-15 REACTIONS.All bearings 26-10-3. (lb) - Max Horz 1=248(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 13, 15 except 1=-134(LC 8), 16=-253(LC 10), 17=-179(LC 10), 11=-255(LC 11), 10=-178(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=377(LC 19), 13=354(LC 26), 16=507(LC 17), 17=337(LC 17), 11=495(LC 18), 10=342(LC 18), 15=330(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/229, 8-9=-274/151 WEBS 3-16=-324/304, 7-11=-322/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 21-2-14, Exterior(2E) 21-2-14 to 26-6-8 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) 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) 9, 13, 15 except (jt=lb) 1=134, 16=253, 17=179, 11=255, 10=178. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110367 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-fZrx46LJ?vcm5zDgm076EgpjhxRAfti5GMKmUay6Q53 Scale = 1:66.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 193x4 5x6 5x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 11-1-811-1-4 24-2-1113-1-4 11-1-8 11-1-8 13-1-4 1-11-12 24-2-11 11-1-8 0-0-410-11-311-1-80-0-410-11-312.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.17 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-11,4-12: 2x4 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 4-12 REACTIONS.All bearings 24-2-3. (lb) - Max Horz 1=-274(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 12 except 1=-107(LC 8), 14=-251(LC 10), 15=-199(LC 10), 10=-250(LC 11), 9=-199(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 11=288(LC 19), 14=536(LC 17), 15=394(LC 17), 10=535(LC 18), 9=394(LC 18), 12=317(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/243, 3-4=-180/252, 7-8=-263/158 WEBS 3-14=-322/303, 2-15=-251/237, 6-10=-321/302, 7-9=-251/237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 18-6-14, Exterior(2E) 18-6-14 to 23-10-8 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) 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) 8, 12 except (jt=lb) 1=107, 14=251, 15=199, 10=250, 9=199. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110368 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:08:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-7lPJISLxmDkdj7osKjeLmtLuWLn6OLNEU03J00y6Q52 Scale = 1:68.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 21-6-1121-6-7 10-9-6 10-9-6 21-6-11 10-9-6 0-0-410-9-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.19 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-6-3. (lb) - Max Horz 1=-266(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-247(LC 10), 13=-196(LC 10), 9=-247(LC 11), 8=-196(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=400(LC 20), 11=521(LC 17), 13=386(LC 17), 9=519(LC 18), 8=387(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/223, 6-7=-284/152 WEBS 3-11=-316/297, 5-9=-315/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 15-10-14, Exterior(2E) 15-10-14 to 21-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=247, 13=196, 9=247, 8=196. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-cyzhVoMZXXsUKGN2tR9aJ5u3Rl6P7pRNjgptYSy6Q51 Scale = 1:57.2 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 18-10-1118-10-7 9-5-6 9-5-6 18-10-11 9-5-6 0-0-49-5-60-0-412.00 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 0.25 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 18-10-3. (lb) - Max Horz 1=232(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-152(LC 8), 7=-112(LC 9), 12=-250(LC 10), 13=-182(LC 10), 9=-249(LC 11), 8=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=370(LC 20), 12=489(LC 17), 13=349(LC 17), 9=490(LC 18), 8=348(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/207, 6-7=-309/153 WEBS 3-12=-317/299, 5-9=-317/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-5-6, Exterior(2R) 5-5-6 to 13-5-6, Exterior(2E) 13-5-6 to 18-6-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 1, 112 lb uplift at joint 7, 250 lb uplift at joint 12, 182 lb uplift at joint 13, 249 lb uplift at joint 9 and 183 lb uplift at joint 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-48X4i8NBIq_LyQyFR8gprIRE09RjsGPXyKYQ4uy6Q50 Scale = 1:51.4 1 2 3 4 5 876 9 10 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 0-0-40-0-4 16-2-1116-2-7 8-1-6 8-1-6 16-2-11 8-1-6 0-0-48-1-60-0-412.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] 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 0.21 0.31 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-2-3. (lb) - Max Horz 1=-198(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-262(LC 10), 6=-263(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=348(LC 20), 8=519(LC 17), 6=512(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-327/304, 4-6=-329/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 10-6-14, Exterior(2E) 10-6-14 to 15-10-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=262, 6=263. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110371 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-YK4SwUOp386CaaXR?rB2OWzQHYoGbl?gB_IzdLy6Q5? Scale = 1:43.3 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 13-6-1113-6-7 6-9-6 6-9-6 13-6-11 6-9-6 0-0-46-9-60-0-412.00 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 0.17 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-6-3. (lb) - Max Horz 1=-164(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-224(LC 10), 6=-224(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=331(LC 20), 8=419(LC 17), 6=418(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-282/265, 4-6=-282/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 7-10-14, Exterior(2E) 7-10-14 to 13-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=224, 6=224. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110372 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-0Weq7qPRpSE3Bk6dZZjHxjWYzy9FKCuqPe1X9ny6Q5_ Scale = 1:35.2 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 10-10-1110-10-7 5-5-6 5-5-6 10-10-11 5-5-6 0-0-45-5-60-0-412.00 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 0.11 0.09 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: 32 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.All bearings 10-10-3. (lb) - Max Horz 1=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-107(LC 8), 8=-229(LC 10), 6=-229(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=353(LC 17), 6=353(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-298/307, 4-6=-298/307 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) 5 except (jt=lb) 1=107, 8=229, 6=229. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110373 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-0Weq7qPRpSE3Bk6dZZjHxjWYry8tKDPqPe1X9ny6Q5_ Scale = 1:28.0 1 2 3 43x4 4x6 3x4 2x4 0-0-40-0-4 8-2-118-2-7 4-1-6 4-1-6 8-2-11 4-1-6 0-0-44-1-60-0-412.00 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 0.38 0.14 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: 23 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=8-2-3, 3=8-2-3, 4=8-2-3 Max Horz 1=-96(LC 6) Max Uplift 1=-31(LC 11), 3=-31(LC 11), 4=-9(LC 10) Max Grav 1=168(LC 1), 3=168(LC 1), 4=266(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. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110374 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-UjCCLAP4alMwpuhq6GEWTx3kqMVV3gAzeIn4gDy6Q4z Scale = 1:18.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 5-6-115-6-7 2-9-6 2-9-6 5-6-11 2-9-6 0-0-42-9-60-0-412.00 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 0.11 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: 14 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 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-6-3, 3=5-6-3, 4=5-6-3 Max Horz 1=-62(LC 6) Max Uplift 1=-31(LC 11), 3=-31(LC 11) Max Grav 1=116(LC 1), 3=116(LC 1), 4=156(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. December 22,2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003800 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 16 Prescott Place Job Reference (optional) I44110375 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 12:09:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ns0xNwBIG7B5YlhCn1Xxamyd65H-yvmaYWQiL3UnR2G0g_ll08byzmrvn7k7tyWeCgy6Q4y Scale = 1:10.0 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-10-112-10-7 1-5-6 1-5-6 2-10-11 1-5-6 0-0-41-5-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-3, 3=2-10-3 Max Horz 1=-28(LC 8) Max Uplift 1=-8(LC 10), 3=-8(LC 11) Max Grav 1=87(LC 1), 3=87(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. December 22,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 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