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HomeMy WebLinkAbout290JGW - 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). July 16,2020 Liu, Xuegang Pages or sheets covered by this seal: I42061017 thru I42061151 My license renewal date for the state of Indiana is July 31, 2022. B20001930 Wedgewood 290 Westvale IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061017 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9qoZiSpnZu8yWZa4ENHpYLwL8Ln4ebtCs1SN1ZyxRxP Scale = 1:26.9 1 2 3 5 467 12x12 2x4 4x6 8-2-13 8-2-13 -4-0-13 4-0-13 8-2-13 8-2-13 1-4-144-3-134.24 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-8-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 -0.06 -0.00 -0.04 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 100 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=0-4-3, 4=Mechanical Max Horz 5=150(LC 4) Max Uplift 5=-441(LC 4), 4=-165(LC 8) Max Grav 5=757(LC 38), 4=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-740/390 BOT CHORD 4-5=-679/238 WEBS 2-4=-224/667 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 5 and 165 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 73 lb up at -4-0-13, and 185 lb down and 73 lb up at -4-0-13 on top chord, and 39 lb down and 127 lb up at 2-8-0, 39 lb down and 127 lb up at 2-8-0, and 60 lb down and 68 lb up at 5-5-15, and 60 lb down and 68 lb up at 5-5-15 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 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061017 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9qoZiSpnZu8yWZa4ENHpYLwL8Ln4ebtCs1SN1ZyxRxP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-265(F=-132, B=-132) 6=85(F=43, B=43) 7=-71(F=-35, B=-35) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-124(F=-32, B=-32), 5=0(F=10, B=10)-to-4=-41(F=-11, B=-11) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061018 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-d0MxvoqPKBGp8j9Gn4o25YTWRl60N49L4hBwZ?yxRxO Scale = 1:25.6 1 2 3 456 2x4 2x4 3x12 8-2-13 8-2-13 -4-0-13 4-0-13 8-2-13 8-2-13 0-6-83-5-74.24 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 0.72 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.05 0.04 0.00 -0.07 (loc) 2-4 2-4 4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 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) 4=Mechanical, 2=0-4-15 Max Horz 2=168(LC 4) Max Uplift 4=-101(LC 8), 2=-411(LC 4) Max Grav 4=299(LC 1), 2=779(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4 and 411 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 73 lb up at -4-0-13, and 185 lb down and 73 lb up at -4-0-13 on top chord, and 54 lb down and 98 lb up at 2-8-0, 54 lb down and 98 lb up at 2-8-0, and 65 lb down and 45 lb up at 5-5-15, and 65 lb down and 45 lb up at 5-5-15 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 Concentrated Loads (lb) Vert: 1=-265(F=-132, B=-132) 5=65(F=32, B=32) 6=-76(F=-38, B=-38) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-64(F=-2, B=-2), 2=-3(F=28, B=28)-to-3=-124(F=-32, B=-32), 2=0(F=10, B=10)-to-4=-41(F=-11, B=-11) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061019 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5CvJ77r15VOgltkTLoJHdm0ox9Tn6VZUJLxT5SyxRxN Scale = 1:26.3 1 2 3 4 5 7 689 2x4 4x6 4x6 3x12 3x6 3x4 2x4 1-9-13 1-9-13 2-0-10 0-2-14 10-2-3 8-1-8 -2-1-7 2-1-7 5-0-5 5-0-5 10-2-3 5-1-13 0-10-104-5-134.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [2:0-4-13,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 0.28 0.19 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 0.03 -0.00 -0.03 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud 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) 6=Mechanical, 7=0-5-11 Max Horz 7=156(LC 25) Max Uplift 6=-210(LC 8), 7=-486(LC 4) Max Grav 6=241(LC 1), 7=733(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-832/1549, 3-4=-780/1527 BOT CHORD 2-7=-1388/774, 6-7=-428/113 WEBS 4-6=-115/455, 4-7=-1335/651 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) Wind: ASCE 7-16; Vult=115mph (3-second 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 left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 6 and 486 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 74 lb up at -2-1-7, and 188 lb down and 74 lb up at -2-1-7 on top chord, and 10 lb down and 168 lb up at 4-7-5, 10 lb down and 168 lb up at 4-7-5, and 37 lb down and 77 lb up at 7-5-4, and 37 lb down and 77 lb up at 7-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061019 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5CvJ77r15VOgltkTLoJHdm0ox9Tn6VZUJLxT5SyxRxN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-269(F=-135, B=-135) 8=166(F=83, B=83) 9=-41(F=-20, B=-20) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-3=-63(F=-1, B=-1), 3=0(F=30, B=30)-to-5=-122(F=-31, B=-31), 2=0(F=10, B=10)-to-7=-21(F=-0, B=-0), 7=0(F=10, B=10)-to-6=-41(F=-10, B=-10) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG04 Truss Type Diagonal Hip Girder Qty 4 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061020 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5CvJ77r15VOgltkTLoJHdm0hC9TU6WeUJLxT5SyxRxN Scale = 1:27.8 1 2 3 5 467 3x4 8x8 2x4 4x6 8-2-13 8-2-13 -4-0-13 4-0-13 8-2-13 8-2-13 1-6-144-5-134.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] 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 0.71 0.14 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 -0.06 -0.00 -0.04 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 100 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=0-4-3, 4=Mechanical Max Horz 5=147(LC 4) Max Uplift 5=-444(LC 4), 4=-177(LC 8) Max Grav 5=755(LC 38), 4=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-741/387 BOT CHORD 4-5=-587/168 WEBS 2-4=-156/576 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 5 and 177 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 73 lb up at -4-0-13, and 185 lb down and 73 lb up at -4-0-13 on top chord, and 35 lb down and 127 lb up at 2-8-0, 35 lb down and 127 lb up at 2-8-0, and 61 lb down and 74 lb up at 5-5-15, and 61 lb down and 74 lb up at 5-5-15 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 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG04 Truss Type Diagonal Hip Girder Qty 4 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061020 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5CvJ77r15VOgltkTLoJHdm0hC9TU6WeUJLxT5SyxRxN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-265(F=-132, B=-132) 6=85(F=43, B=43) 7=-76(F=-38, B=-38) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-124(F=-32, B=-32), 5=0(F=10, B=10)-to-4=-41(F=-11, B=-11) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061021 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ZPThKTrfspWXN1IfvVqWAzYsyZonrzveY?g1duyxRxM Scale = 1:27.8 1 2 3 5 467 3x4 8x8 2x4 4x6 8-2-13 8-2-13 -4-0-13 4-0-13 8-2-13 8-2-13 1-6-144-5-134.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] 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 0.71 0.14 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 -0.06 -0.00 -0.04 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 100 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=0-4-3, 4=Mechanical Max Horz 5=147(LC 4) Max Uplift 5=-442(LC 4), 4=-174(LC 8) Max Grav 5=750(LC 38), 4=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-741/387 BOT CHORD 4-5=-584/167 WEBS 2-4=-155/574 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 5 and 174 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 73 lb up at -4-0-13, and 185 lb down and 73 lb up at -4-0-13 on top chord, and 35 lb down and 127 lb up at 2-8-0, 35 lb down and 127 lb up at 2-8-0, and 58 lb down and 64 lb up at 5-5-15, and 61 lb down and 74 lb up at 5-5-15 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 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061021 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ZPThKTrfspWXN1IfvVqWAzYsyZonrzveY?g1duyxRxM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-265(F=-132, B=-132) 6=85(F=43, B=43) 7=-46(F=-38, B=-8) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-124(F=-32, B=-32), 5=0(F=10, B=10)-to-4=-41(F=-11, B=-11) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061022 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-1b13XpsId6eO?BtrTDLmiB59My85aRvnmfQaAKyxRxL Scale = 1:12.3 1 2 3 4 5 2x4 4x6 3x8 2x4 2-8-7 2-8-7 -2-7-13 2-7-13 2-8-7 2-8-7 0-10-141-10-61-6-130-3-81-10-54.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-12], [2:0-2-9,0-6-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-4-9, 4=0-1-8 Max Horz 2=107(LC 7) Max Uplift 2=-155(LC 4), 4=-65(LC 18) Max Grav 2=234(LC 1), 4=63(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 2 and 65 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) 43 lb down and 17 lb up at -2-7-13, and 43 lb down and 17 lb up at -2-7-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-61(F=-31, B=-31) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-5=-38(F=11, B=11), 5=0(F=30, B=30)-to-3=-42(F=9, B=9), 2=-2(F=9, B=9)-to-4=-14(F=3, B=3) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061023 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-VnbSl9twNQmFcLS10ws?FOeHqMScJtex?J98imyxRxK Scale = 1:27.4 1 2 3 4 8 7 6 5910 2x4 6x10 2x4 2x4 5x12 4x6 1-10-7 1-10-7 8-2-13 6-4-6 -4-6-7 4-6-7 1-10-7 1-10-7 8-2-13 6-4-6 1-4-144-3-133-3-131-0-04.24 12 Plate Offsets (X,Y)-- [2:0-4-11,0-3-0], [3:0-1-12,0-0-10], [3:0-7-4,0-4-2], [6:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.31 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.06 -0.03 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 3-7: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Horz 8=158(LC 4) Max Uplift 8=-520(LC 4), 5=-169(LC 8) Max Grav 8=1017(LC 1), 5=416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1020/537, 2-3=-677/1103 BOT CHORD 7-8=-433/50 WEBS 2-6=-915/497 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 8 and 169 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 82 lb up at -4-6-7, and 208 lb down and 82 lb up at -4-6-7 on top chord, and 99 lb down and 71 lb up at 2-8-0, 39 lb down and 87 lb up at 2-8-0, and 185 lb down and 100 lb up at 5-5-15, and 68 lb down and 72 lb up at 5-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061023 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-VnbSl9twNQmFcLS10ws?FOeHqMScJtex?J98imyxRxK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-299(F=-149, B=-149) 9=-70(F=-99, B=29) 10=-243(F=-185, B=-58) Trapezoidal Loads (plf) Vert: 1=0(F=30, B=30)-to-2=-69(F=-5, B=-5), 2=-1(F=29, B=29)-to-4=-124(F=-32, B=-32), 8=0(F=10, B=10)-to-7=-8(F=6, B=6), 6=-8(F=6, B=6)-to-5=-41(F=-11, B=-11) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG08 Truss Type Diagonal Hip Girder Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061024 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-VnbSl9twNQmFcLS10ws?FOeCtMUFJs2x?J98imyxRxK Scale = 1:26.9 1 2 3 5 467 12x12 2x4 4x6 8-2-13 8-2-13 -4-0-13 4-0-13 8-2-13 8-2-13 1-4-144-3-134.24 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-8-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.14 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 100 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=0-4-3, 4=Mechanical Max Horz 5=150(LC 4) Max Uplift 5=-503(LC 4), 4=-202(LC 4) Max Grav 5=752(LC 38), 4=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-740/389 BOT CHORD 4-5=-705/206 WEBS 2-4=-198/689 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 5 and 202 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 73 lb up at -4-0-13, and 185 lb down and 73 lb up at -4-0-13 on top chord, and 68 lb down and 127 lb up at 2-8-0, 68 lb down and 127 lb up at 2-8-0, and 45 lb down and 83 lb up at 5-5-15, and 45 lb down and 83 lb up at 5-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG08 Truss Type Diagonal Hip Girder Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061024 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-VnbSl9twNQmFcLS10ws?FOeCtMUFJs2x?J98imyxRxK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-265(F=-132, B=-132) 6=85(F=43, B=43) 7=-71(F=-35, B=-35) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-124(F=-32, B=-32), 5=0(F=10, B=10)-to-4=-41(F=-11, B=-11) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG09 Truss Type Diagonal Hip Girder Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061025 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-z_9qyVuY8ku5EU1EaeOEocAS2msM2K?4EzvhEDyxRxJ Scale = 1:17.2 1 2 3 5 4 2x4 4x6 2x4 4x6 3-7-11 3-7-11 -4-0-13 4-0-13 3-7-11 3-7-11 1-6-142-10-54.24 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 0.40 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-3, 4=Mechanical Max Horz 5=127(LC 6) Max Uplift 5=-309(LC 4), 4=-177(LC 18) Max Grav 5=532(LC 1), 4=111(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-522/315 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 5 and 177 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 36 lb up at -4-0-13, and 93 lb down and 36 lb up at -4-0-13 on top 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 Concentrated Loads (lb) Vert: 1=-133(F=-66, B=-66) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-55(F=3, B=3), 5=0(F=10, B=10)-to-4=-18(F=1, B=1) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG10 Truss Type Diagonal Hip Girder Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061026 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SAjCArvAv10ysecQ8LvTKpjavAAlnnGDTceEnfyxRxI Scale = 1:27.5 1 2 3 5 46 2x4 4x6 2x4 4x6 5-4-14 5-4-14 -4-0-13 4-0-13 5-4-14 5-4-14 2-6-04-4-154.24 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 0.52 0.14 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-4-3, 4=Mechanical Max Horz 5=122(LC 7) Max Uplift 5=-388(LC 4), 4=-221(LC 17) Max Grav 5=559(LC 1), 4=94(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-575/314 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 5 and 221 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 50 lb up at -4-0-13, and 127 lb down and 50 lb up at -4-0-13 on top chord, and 52 lb down and 123 lb up at 2-8-0, and 52 lb down and 123 lb up at 2-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lb) Vert: 1=-183(F=-91, B=-91) 6=78(F=39, B=39) Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss CG10 Truss Type Diagonal Hip Girder Qty 2 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061026 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SAjCArvAv10ysecQ8LvTKpjavAAlnnGDTceEnfyxRxI LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-63(F=-2, B=-2), 2=-2(F=29, B=29)-to-3=-81(F=-11, B=-11), 5=0(F=10, B=10)-to-4=-27(F=-4, B=-4) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J01 Truss Type Jack-Closed Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061027 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SAjCArvAv10ysecQ8LvTKpjeVACXnnqDTceEnfyxRxI Scale = 1:14.9 1 2 3 5 4 2x4 8x8 2x4 3x4 1-9-14 1-9-14 -2-10-8 2-10-8 1-9-14 1-9-14 1-4-142-3-136.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=83(LC 10) Max Uplift 5=-104(LC 10), 4=-111(LC 1) Max Grav 5=418(LC 1), 4=31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-402/371 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 104 lb uplift at joint 5 and 111 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J02 Truss Type Jack-Closed Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061028 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wMHaNBvogL8pToBci2Qit1GpFaW0WDqNhGOoJ5yxRxH Scale = 1:19.8 1 2 3 5 4 2x4 4x6 2x4 3x4 3-9-14 3-9-14 -2-10-8 2-10-8 3-9-14 3-9-14 1-4-143-3-136.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=107(LC 10) Max Uplift 5=-82(LC 10), 4=-41(LC 10) Max Grav 5=400(LC 1), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-365/308 BOT CHORD 4-5=-266/36 WEBS 2-4=-38/278 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 5 and 41 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J03 Truss Type JACK-CLOSED Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061029 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wMHaNBvogL8pToBci2Qit1Go1aVgWEuNhGOoJ5yxRxH Scale = 1:13.9 1 2 3 4 2x4 2x4 3x8 1-9-14 1-9-14 -2-10-8 2-10-8 1-9-14 1-9-14 0-6-81-5-76.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-15], [2:0-0-15,0-6-8], [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 0.37 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8 Max Horz 2=85(LC 10) Max Uplift 4=-82(LC 1), 2=-134(LC 10) Max Grav 4=50(LC 14), 2=392(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 4 and 134 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J04 Truss Type JACK-CLOSED Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061030 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OZqybXwQRfGg5ympFmxxPEoyHzp?Fh8Www7LrYyxRxG Scale = 1:18.8 1 2 3 4 2x4 2x4 3x4 3x6 3-9-14 3-9-14 -2-10-8 2-10-8 3-9-14 3-9-14 0-6-82-5-76.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-1-1,0-5-0] 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-P 0.40 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8 Max Horz 2=125(LC 10) Max Uplift 4=-18(LC 10), 2=-106(LC 10) Max Grav 4=82(LC 3), 2=401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 4 and 106 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J05 Truss Type Jack-Closed Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061031 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OZqybXwQRfGg5ympFmxxPEo0Ezt8FgkWww7LrYyxRxG Scale = 1:15.3 1 2 3 4 6 5 2x4 3x4 2x4 3x4 2x4 2-4-8 2-4-8 2-6-4 0-1-12 4-2-6 1-8-2 -0-6-0 0-6-0 4-2-6 4-2-6 0-4-102-5-136.00 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 0.15 0.08 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 6=0-3-8 Max Horz 6=91(LC 10) Max Uplift 5=-151(LC 1), 6=-59(LC 10) Max Grav 5=18(LC 6), 6=509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/269 BOT CHORD 2-6=-200/269 WEBS 3-5=-141/263, 3-6=-441/355 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; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 5 and 59 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J06 Truss Type Jack-Closed Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061032 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-slOLosx2CyOXj6L?pTSAySLA1NC3_7Eg9atvN_yxRxF Scale = 1:22.1 1 2 3 4 6 5 2x4 3x4 2x4 3x4 2x4 2-4-8 2-4-8 2-6-4 0-1-12 6-2-6 3-8-2 -0-6-0 0-6-0 6-2-6 6-2-6 0-4-103-5-136.00 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 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 6=0-3-8 Max Horz 6=131(LC 10) Max Uplift 5=-60(LC 10), 6=-48(LC 10) Max Grav 5=57(LC 17), 6=469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-386/302 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; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 5 and 48 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J08 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061033 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-slOLosx2CyOXj6L?pTSAySL3GN7X_70g9atvN_yxRxF Scale = 1:28.6 1 2 43 2x4 3x4 2x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 1-6-144-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >526 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 3=Mechanical Max Horz 4=98(LC 7) Max Uplift 3=-99(LC 10) Max Grav 4=230(LC 1), 3=230(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J09 Truss Type Jack-Closed Qty 10 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061034 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Kxyj?CyhzGWOLGwBNBzPVftKVnZTjbnpNEcSwQyxRxE Scale = 1:15.5 1 2 3 5 4 2x4 8x8 2x4 3x4 1-9-14 1-9-14 -2-10-8 2-10-8 1-9-14 1-9-14 1-6-142-5-136.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=83(LC 10) Max Uplift 5=-95(LC 10), 4=-111(LC 1) Max Grav 5=418(LC 1), 4=26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-402/353 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 5 and 111 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J10 Truss Type Jack-Closed Qty 8 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061035 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Kxyj?CyhzGWOLGwBNBzPVftKVnXgjaYpNEcSwQyxRxE Scale = 1:20.4 1 2 3 5 4 2x4 4x6 2x4 3x4 3-9-14 3-9-14 -2-10-8 2-10-8 3-9-14 3-9-14 1-6-143-5-136.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=106(LC 10) Max Uplift 5=-77(LC 10), 4=-47(LC 10) Max Grav 5=401(LC 1), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-365/295 BOT CHORD 4-5=-270/40 WEBS 2-4=-42/286 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 5 and 47 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061036 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-o7W5DYyJkafFyPVOxuVe1tQS0BuDS1kzcuM?StyxRxD Scale = 1:20.5 1 2 3 5 4 2x4 3x4 2x4 3x4 3-6-14 3-6-14 -3-1-8 3-1-8 3-6-14 3-6-14 1-8-63-5-136.00 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 0.50 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 4=Mechanical Max Horz 5=102(LC 10) Max Uplift 5=-83(LC 10), 4=-43(LC 10) Max Grav 5=426(LC 1), 4=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-393/309 BOT CHORD 4-5=-276/38 WEBS 2-4=-41/302 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 5 and 43 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061037 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-o7W5DYyJkafFyPVOxuVe1tQVsButS2SzcuM?StyxRxD Scale = 1:15.7 1 2 3 4 8 7 6 5 2x4 2x4 2x4 5x6 3x4 5x8 1-6-0 1-6-0 2-1-14 0-7-14 -2-10-8 2-10-8 1-6-0 1-6-0 2-1-14 0-7-14 1-2-142-3-131-3-131-0-06.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-4-0], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 8 7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Horz 8=90(LC 10) Max Uplift 8=-104(LC 10), 5=-67(LC 1) Max Grav 8=401(LC 1), 5=32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-392/377 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 8 and 67 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061038 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-GK4TQuzxVtn6aZ3aUc0ta4zgLbE0BU36rY5Z_JyxRxC Scale = 1:20.6 1 2 3 4 8 7 6 5 2x4 2x4 3x4 5x6 3x4 4x8 1-6-0 1-6-0 4-1-14 2-7-14 -2-10-8 2-10-8 1-6-0 1-6-0 4-1-14 2-7-14 1-2-143-3-132-3-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-1-12,0-4-8], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 5-6 5-6 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=Mechanical Max Horz 8=118(LC 10) Max Uplift 8=-88(LC 10), 5=-44(LC 10) Max Grav 8=408(LC 1), 5=94(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-398/306 BOT CHORD 5-6=-68/256 WEBS 3-5=-261/69, 2-7=-24/277 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 8 and 44 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061039 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-GK4TQuzxVtn6aZ3aUc0ta4ziYbDFBV76rY5Z_JyxRxC Scale = 1:14.6 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 3-6-0 3-6-0 3-9-14 0-3-14 -1-2-8 1-2-8 3-6-0 3-6-0 3-9-14 0-3-14 0-4-142-3-131-3-131-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 3 3 5 3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=95(LC 10) Max Uplift 5=-43(LC 10), 2=-44(LC 10) Max Grav 5=128(LC 1), 2=240(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 44 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061040 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-kWereE_ZGBvzCjem2JX66IVt4_TTwxIF4Cr6WlyxRxB Scale = 1:20.5 1 2 3 4 7 6 5 2x4 3x4 3x4 2x4 3x6 2x4 3-6-0 3-6-0 5-9-14 2-3-14 -1-2-8 1-2-8 3-6-0 3-6-0 5-9-14 2-3-14 0-4-143-3-132-3-131-0-06.00 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 0.14 0.52 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.03 0.03 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=135(LC 10) Max Uplift 5=-71(LC 10), 2=-48(LC 10) Max Grav 5=213(LC 1), 2=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/16 BOT CHORD 5-6=-245/318 WEBS 3-5=-327/251 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 5 and 48 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J16 Truss Type Jack-Closed Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061041 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-kWereE_ZGBvzCjem2JX66IVrk_bAwyZF4Cr6WlyxRxB Scale = 1:14.9 1 2 3 5 4 2x4 8x8 2x4 3x4 1-9-14 1-9-14 -2-10-8 2-10-8 1-9-14 1-9-14 1-4-142-3-136.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=83(LC 10) Max Uplift 5=-104(LC 10), 4=-111(LC 1) Max Grav 5=418(LC 1), 4=19(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-402/371 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 111 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J17 Truss Type Jack-Closed Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061042 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DiCDra?B1V1qptDyc12LfV20UOvffOZPIsag3ByxRxA Scale = 1:19.8 1 2 3 5 4 2x4 4x6 2x4 3x4 3-9-14 3-9-14 -2-10-8 2-10-8 3-9-14 3-9-14 1-4-143-3-136.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=107(LC 10) Max Uplift 5=-82(LC 10), 4=-56(LC 7) Max Grav 5=400(LC 1), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-365/308 BOT CHORD 4-5=-266/36 WEBS 2-4=-38/278 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 5 and 56 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061043 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DiCDra?B1V1qptDyc12LfV21OOvYfP6PIsag3ByxRxA Scale = 1:20.4 1 2 4 3 2x4 3x4 2x4 3x4 3-9-14 3-9-14 3-9-14 3-9-14 1-6-143-5-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.14 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Horz 4=72(LC 10) Max Uplift 3=-73(LC 10) Max Grav 4=145(LC 1), 3=145(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;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 73 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J19 Truss Type Jack-Closed Qty 3 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061044 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hvmc3w0poo9hR1o9AkZaCjbBNoGdOrTYXWKDbeyxRx9 Scale = 1:20.3 1 2 3 5 4 2x4 8x8 2x4 3x4 1-9-14 1-9-14 -2-10-8 2-10-8 1-9-14 1-9-14 2-6-03-4-156.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=93(LC 7) Max Uplift 5=-64(LC 10), 4=-100(LC 1) Max Grav 5=408(LC 1), 4=25(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-392/184 WEBS 2-4=-50/365 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 5 and 100 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061045 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hvmc3w0poo9hR1o9AkZaCjbBkoGeOrgYXWKDbeyxRx9 Scale = 1:20.3 1 2 3 5 4 2x4 3x4 2x4 3x4 1-9-14 1-9-14 -1-9-10 1-9-10 1-9-14 1-9-14 2-6-03-4-156.00 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 0.26 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=Mechanical Max Horz 5=85(LC 7) Max Uplift 5=-15(LC 6), 4=-80(LC 7) Max Grav 5=252(LC 1), 4=53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-75/313 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 5 and 80 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M01 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061046 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-95J_GG0SZ6HY3BNLjR4pkw7MjCYx7IwimA3m74yxRx8 Scale = 1:27.5 1 2 3 5 4 3x4 3x4 4x6 5x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-4-144-4-144-1-60-3-84-4-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.28 0.08 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 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=185(LC 7) Max Uplift 5=-105(LC 10), 4=-53(LC 10) Max Grav 5=458(LC 1), 4=180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/373 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) 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 105 lb uplift at joint 5 and 53 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061047 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-95J_GG0SZ6HY3BNLjR4pkw7M3CXG7J7imA3m74yxRx8 Scale = 1:26.3 1 2 3 4 2x4 3x4 2x4 -2-10-8 2-10-8 6-0-0 6-0-0 0-6-83-6-83-3-00-3-83-6-86.00 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-S 0.29 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=0-1-8 Max Horz 2=149(LC 9) Max Uplift 2=-118(LC 10), 4=-40(LC 10) Max Grav 2=458(LC 1), 4=180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 118 lb uplift at joint 2 and 40 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061048 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-dHtMTc14KQPPgKyXH9b2H8gVBcvmsl_r_qpKfWyxRx7 Scale = 1:28.4 1 2 3 4 65 3x4 3x4 2x4 3x4 2x4 2-4-8 2-4-8 2-6-4 0-1-12 8-4-8 5-10-4 -0-6-0 0-6-0 8-4-8 8-4-8 0-4-104-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.24 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 6=0-3-8 Max Horz 6=174(LC 10) Max Uplift 5=-93(LC 10), 6=-50(LC 10) Max Grav 5=171(LC 1), 6=520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-412/313 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; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 5 and 50 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061049 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-dHtMTc14KQPPgKyXH9b2H8gTvcsOslEr_qpKfWyxRx7 Scale = 1:28.6 1 2 3 54 2x4 3x4 2x4 3x4 6-0-0 6-0-0 -1-6-8 1-6-8 6-0-0 6-0-0 1-6-144-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.39 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >526 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=125(LC 10) Max Uplift 4=-98(LC 10), 5=-31(LC 10) Max Grav 4=215(LC 1), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-289/179 BOT CHORD 4-5=-288/85 WEBS 2-4=-87/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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 98 lb uplift at joint 4 and 31 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M05 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061050 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5URkhx2i4jXFIUXkrs7HpLDiW?CdbCI?DUYtCzyxRx6 Scale = 1:28.5 1 2 3 54 2x4 3x4 2x4 4x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-6-144-6-146.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >526 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=149(LC 10) Max Uplift 4=-84(LC 10), 5=-74(LC 10) Max Grav 4=182(LC 1), 5=459(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-401/309 BOT CHORD 4-5=-339/69 WEBS 2-4=-70/347 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 4 and 74 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M06 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061051 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5URkhx2i4jXFIUXkrs7HpLDft?DtbDd?DUYtCzyxRx6 Scale = 1:24.6 1 2 3 4 5 2x4 2x4 3x12 4x6 5-11-8 5-11-8 -1-10-8 1-10-8 5-11-8 5-11-8 0-10-143-10-106.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.04 0.08 (loc) 5-8 5-8 2 5-8 l/defl >999 >645 n/a >878 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=149(LC 10) Max Uplift 5=-82(LC 10), 2=-53(LC 10) Max Grav 5=216(LC 1), 2=365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-408/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 5 and 53 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M07 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061052 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Zg?6uH3Kr1f6we6wPaeWMZlq5PdsKgs8S8IQkPyxRx5 Scale = 1:12.5 1 2 3 5 4 2x4 4x10 2x4 2-0-0 2-0-0 -1-10-8 1-10-8 2-0-0 2-0-0 0-10-141-10-141-7-60-3-81-10-146.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=69(LC 10) Max Uplift 5=-80(LC 10), 4=-59(LC 1) Max Grav 5=364(LC 1), 4=9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-318/279 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 80 lb uplift at joint 5 and 59 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) 47 lb down and 27 lb up at -1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-47(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M08 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061053 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Zg?6uH3Kr1f6we6wPaeWMZlnVPb9Kc18S8IQkPyxRx5 Scale = 1:38.6 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 3x4 3x4 6x8 5-0-0 5-0-0 10-0-0 5-0-0 -2-10-8 2-10-8 5-0-0 5-0-0 10-0-0 5-0-0 1-4-146-4-146.00 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-S 0.66 0.24 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.01 (loc) 5-6 5-6 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 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=Mechanical, 7=0-5-8 Max Horz 7=230(LC 10) Max Uplift 5=-141(LC 10), 7=-82(LC 10) Max Grav 5=362(LC 1), 7=599(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/0, 2-7=-558/284 BOT CHORD 5-6=-184/283 WEBS 3-5=-347/224, 2-6=0/356 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 4-7-2, Exterior(2E) 4-7-2 to 9-10-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 5 and 82 lb uplift at joint 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M09 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061054 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-1sZV6d3ycLnzXoh6yH9lumIzmpuW33xHho1_GryxRx4 Scale = 1:39.4 1 2 3 5 4 2x4 2x4 3x6 3x4 5x8 9-9-0 9-9-0 4-10-8 4-10-8 9-9-0 4-10-8 1-6-66-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.43 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.46 0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >497 >250 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=Mechanical Max Horz 5=190(LC 10) Max Uplift 4=-149(LC 10), 5=-2(LC 10) Max Grav 4=380(LC 1), 5=380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-271/248 WEBS 2-4=-297/338 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;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 149 lb uplift at joint 4 and 2 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M10 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061055 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-V37tJz4aNevq9yFJW?g_RzrDiDG9oX1RvSnXoHyxRx3 Scale = 1:28.0 1 2 3 4 8 7 6 5 2x4 2x4 5x6 3x4 5x8 4x6 1-6-0 1-6-0 6-4-0 4-10-0 -2-10-8 2-10-8 1-6-0 1-6-0 6-4-0 4-10-0 1-2-144-4-143-1-61-3-83-4-141-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-4-8], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.21 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=0-1-8 Max Horz 8=168(LC 7) Max Uplift 8=-108(LC 10), 5=-57(LC 10) Max Grav 8=468(LC 1), 5=196(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/70, 2-8=-462/370 BOT CHORD 5-6=-149/339 WEBS 3-5=-376/151, 2-6=-133/269 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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) 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 108 lb uplift at joint 8 and 57 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M11 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061056 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-V37tJz4aNevq9yFJW?g_Rzr9hDEzoZLRvSnXoHyxRx3 Scale = 1:28.5 1 2 4 3 3x4 2x4 2x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 1-6-144-6-144-3-60-3-84-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.35 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 3=0-1-8 Max Horz 4=114(LC 10) Max Uplift 3=-101(LC 10) Max Grav 4=228(LC 1), 3=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M12 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061057 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_FhFXJ5C8y1hn6qV4iBD_BNNTdfeX1ja86W5LkyxRx2 Scale = 1:17.8 1 2 3 5 4 2x4 3x4 2x4 4x6 2-9-0 2-9-0 -2-10-8 2-10-8 2-9-0 2-9-0 1-6-142-11-66.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.06 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=102(LC 10) Max Uplift 4=-27(LC 10), 5=-80(LC 10) Max Grav 4=38(LC 3), 5=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-366/312 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4 and 80 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M13 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061058 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_FhFXJ5C8y1hn6qV4iBD_BNL5dbYX0aa86W5LkyxRx2 Scale = 1:33.6 1 2 3 5 4 2x4 2x4 4x6 3x4 5-3-8 5-3-8 -2-10-8 2-10-8 5-3-8 5-3-8 2-7-35-4-155-1-70-3-85-4-156.39 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.26 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >800 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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 5-3-8 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=220(LC 7) Max Uplift 5=-89(LC 10), 4=-98(LC 7) Max Grav 5=436(LC 1), 4=177(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-386/322 WEBS 2-4=-78/268 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) 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 89 lb uplift at joint 5 and 98 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M14 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061059 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SREdkf6rvG9YOFPhePiSWOwYF0wiGSQkNmGetAyxRx1 Scale = 1:33.0 1 2 3 5 4 2x4 2x4 4x6 3x4 5-7-8 5-7-8 -2-10-8 2-10-8 5-7-8 5-7-8 2-6-05-3-125-0-40-3-85-3-126.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.33 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >659 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=139(LC 7) Max Uplift 5=-51(LC 10), 4=-101(LC 10) Max Grav 5=446(LC 1), 4=162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-393/241 BOT CHORD 4-5=-346/81 WEBS 2-4=-87/374 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 51 lb uplift at joint 5 and 101 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M15 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061060 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SREdkf6rvG9YOFPhePiSWOwZq0?4GSZkNmGetAyxRx1 Scale = 1:22.3 1 2 3 5 4 2x4 2x4 4x6 3x4 2-7-8 2-7-8 -2-10-8 2-10-8 2-7-8 2-7-8 2-6-03-9-123-6-40-3-83-9-126.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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 2-7-8 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=102(LC 7) Max Uplift 5=-57(LC 10), 4=-59(LC 7) Max Grav 5=392(LC 1), 4=41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-369/195 WEBS 2-4=-55/336 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 57 lb uplift at joint 5 and 59 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M16 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061061 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-weo?x?6TgZHP0P_tB7Dh3cTjzQJi?votcQ?BPcyxRx0 Scale = 1:25.6 1 2 3 5 4 2x4 3x4 2x4 4x6 4-0-0 4-0-0 -2-10-8 2-10-8 4-0-0 4-0-0 2-6-04-6-06.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.15 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=120(LC 7) Max Uplift 4=-76(LC 10), 5=-51(LC 10) Max Grav 4=88(LC 3), 5=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-367/216 BOT CHORD 4-5=-296/60 WEBS 2-4=-69/342 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 76 lb uplift at joint 4 and 51 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss M17 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061062 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-weo?x?6TgZHP0P_tB7Dh3cTjiQHo?vvtcQ?BPcyxRx0 Scale = 1:27.5 1 2 3 5 4 3x4 3x6 3x4 4x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-4-144-4-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.28 0.08 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 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=185(LC 7) Max Uplift 4=-53(LC 10), 5=-105(LC 10) Max Grav 4=180(LC 1), 5=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/373 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 53 lb uplift at joint 4 and 105 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061063 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OqMO9L75RtPGeZZ4lqlwbp?mGqfbkNL0q4llx3yxRx? Scale = 1:26.8 1 2 3 4 5 2x4 2x4 3x12 5x6 5x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-4-144-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 2-5 2-5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 SLIDER Left 2x8 SP 2400F 2.0E 3-4-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=171(LC 8) Max Uplift 5=-63(LC 8), 2=-130(LC 8) Max Grav 5=103(LC 1), 2=719(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 5 and 130 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 36 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-181(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061064 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OqMO9L75RtPGeZZ4lqlwbp?t9qVfkNs0q4llx3yxRx? Scale = 1:27.5 1 2 3 5 467 2x4 4x6 2x4 3x4 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-4-144-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.81 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 -0.00 0.07 (loc) 4-5 4-5 4 4-5 l/defl >932 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=151(LC 8) Max Uplift 4=-206(LC 8), 5=-198(LC 8) Max Grav 4=940(LC 1), 5=1185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-400/113 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 4 and 198 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 743 lb down and 130 lb up at 2-0-12, and 743 lb down and 132 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-743(F) 7=-743(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG03 Truss Type MONOPITCH GIRDER Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061065 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-s0wmMh8jCBX7Fj8GJYG981YwgE?_TqbA3kUIUVyxRx_ Scale = 1:26.3 1 2 3 4 2x4 2x4 4x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 0-6-83-6-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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-S 0.86 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8 Max Horz 2=166(LC 10) Max Uplift 4=-34(LC 10), 2=-160(LC 10) Max Grav 4=85(LC 1), 2=734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 4 and 160 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 99 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 1=-181(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG04 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061066 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-s0wmMh8jCBX7Fj8GJYG981Y08E?QTmOA3kUIUVyxRx_ Scale = 1:28.4 1 2 3 4 6 5 3x4 4x6 3x6 3x4 2x4 2-4-8 2-4-8 2-6-4 0-1-12 8-4-8 5-10-4 -0-6-0 0-6-0 8-4-8 8-4-8 0-4-104-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.14 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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=Mechanical, 6=0-3-8 Max Horz 6=173(LC 8) Max Uplift 5=-71(LC 8), 6=-107(LC 8) Max Grav 5=73(LC 1), 6=796(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-137/586 BOT CHORD 2-6=-467/132, 5-6=-474/0 WEBS 3-5=0/492, 3-6=-684/193 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; cantilever left exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 5 and 107 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 36 lb up at -0-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-181(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG05 Truss Type Monopitch Girder Qty 3 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061067 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-KCU8a09LzUg_ttjStFnOhE55MeLDCHsJIOEs?xyxRwz Scale = 1:28.4 1 2 3 5 4 2x4 4x6 2x4 4x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-6-144-6-146.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=150(LC 8) Max Uplift 4=-71(LC 12), 5=-132(LC 8) Max Grav 4=85(LC 1), 5=734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-677/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; 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 71 lb uplift at joint 4 and 132 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 36 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-181(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG06 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061068 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-KCU8a09LzUg_ttjStFnOhE5EoeIOCHrJIOEs?xyxRwz Scale = 1:24.3 1 2 3 4 91011 3x6 3x4 2x4 2x4 5-11-8 5-11-8 5-11-8 5-11-8 0-10-143-10-106.00 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-MP 0.26 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.02 0.04 (loc) 4-7 4-7 1 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 4=Mechanical Max Horz 1=116(LC 8) Max Uplift 1=-70(LC 8), 4=-189(LC 8) Max Grav 1=514(LC 1), 4=620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-350/213 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. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 1 and 189 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 52 lb up at 1-4-4, and 221 lb down and 64 lb up at 3-4-4, and 227 lb down and 72 lb up at 5-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-221 10=-221 11=-227 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG07 Truss Type Monopitch Girder Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061069 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Jul 16 16:38:49 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:CuEMEOINj5FYGd48EX9pybyxmnx-oS3uU6k3aWhcpXK7sM6Rcy7pviA33x?C_1qdlAyxR6K Scale = 1:26.5 1 2 3 4 7 6 5 2x4 2x4 12x12 6x10 1-6-0 1-6-0 6-4-0 4-10-0 -2-10-8 2-10-8 1-6-0 1-6-0 6-4-0 4-10-0 1-2-144-4-143-4-141-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-0-0], [3:0-3-12,0-2-6], [7:0-2-7,0-1-4], [7:0-6-0,0-2-0] 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 0.94 0.19 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.02 0.04 -0.06 -0.03 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud, 2-7: 2x6 SPF No.2 WEDGE Left: 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.(lb/size) 5=82/Mechanical, 7=794/0-3-8 Max Horz 7=161(LC 10) Max Uplift 5=-75(LC 14), 7=-151(LC 10) Max Grav 5=82(LC 3), 7=794(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-806/543 BOT CHORD 6-7=-570/163, 3-6=-447/114 WEBS 2-6=-211/743 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 5 and 151 lb uplift at joint 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 111 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 3-5=-20 Concentrated Loads (lb) Vert: 1=-209(F)July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG08 Truss Type Monopitch Girder Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061070 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Hbcu?iAbV6wi6Atr_gpsmfAVUR2sgBgclhjy4qyxRwx Scale = 1:17.8 1 2 3 5 4 2x4 4x6 2x4 4x6 2-9-0 2-9-0 -2-10-8 2-10-8 2-9-0 2-9-0 1-6-142-11-66.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=101(LC 8) Max Uplift 4=-145(LC 1), 5=-131(LC 8) Max Grav 4=4(LC 8), 5=629(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-605/146 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 4 and 131 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 21 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-107(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG09 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061071 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Hbcu?iAbV6wi6Atr_gpsmfAbZRy4gB2clhjy4qyxRwx Scale = 1:33.7 1 2 43 56 2x4 4x6 2x4 3x6 5-3-8 5-3-8 5-3-8 5-3-8 2-7-35-4-156.39 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.40 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-3-8 Max Horz 4=111(LC 5) Max Uplift 3=-190(LC 8), 4=-28(LC 8) Max Grav 3=692(LC 1), 4=551(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 3 and 28 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 421 lb down and 77 lb up at 2-0-12, and 421 lb down and 77 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-421(B) 6=-421(B) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG10 Truss Type Monopitch Girder Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061072 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lnAHC2BEGP2YkKR1YOK5ItiemrNUPepm_LSWcGyxRww Scale = 1:25.6 1 2 3 5 4 2x4 4x6 2x4 4x6 4-0-0 4-0-0 -2-10-8 2-10-8 4-0-0 4-0-0 2-6-04-6-06.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.72 0.07 0.05 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=118(LC 5) Max Uplift 4=-99(LC 17), 5=-103(LC 8) Max Grav 4=18(LC 19), 5=652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-615/125 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 4 and 103 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 27 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-137(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss MG11 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061073 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lnAHC2BEGP2YkKR1YOK5Itil5rB2PeGm_LSWcGyxRww Scale = 1:28.5 1 2 4 356 2x4 4x6 2x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 1-6-144-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.86 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 -0.00 0.07 (loc) 3-4 3-4 3 3-4 l/defl >882 >427 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-3-8 Max Horz 4=97(LC 8) Max Uplift 3=-211(LC 8), 4=-99(LC 8) Max Grav 3=1037(LC 1), 4=1003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 3 and 99 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 792 lb down and 111 lb up at 2-0-12, and 792 lb down and 124 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-792(F) 6=-792(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T01 Truss Type HIP Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061074 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-D_jfPOCs1jAPMU0E65rKr4FnhFZD842vD?C38iyxRwv Scale = 1:50.8 1 2 3 4 5 6987 6x8 8x8 3x6 3x6 2x4 3x4 3x6 8-0-0 8-0-0 16-11-0 8-11-0 24-11-0 8-0-0 -2-10-8 2-10-8 8-0-0 8-0-0 16-11-0 8-11-0 24-11-0 8-0-0 27-9-8 2-10-8 0-6-84-4-134-6-80-6-84-4-136.00 12 Plate Offsets (X,Y)-- [4:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.74 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.27 0.05 0.04 (loc) 7-9 7-9 5 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except 2-0-0 oc purlins (4-8-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size) 2=0-3-8, 5=0-3-8 Max Horz 2=94(LC 14) Max Uplift 2=-162(LC 10), 5=-162(LC 11) Max Grav 2=1166(LC 1), 5=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1582/206, 3-4=-1299/232, 4-5=-1582/205 BOT CHORD 2-9=-62/1303, 7-9=-65/1299, 5-7=-19/1304 WEBS 3-9=0/361, 4-7=0/362 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 2 and 162 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T02 Truss Type HIP Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061075 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hAH1dkDUn1IGzebQfoNZOIo5dfshtW52Rfxcg9yxRwu Scale = 1:50.8 1 2 3 4 5 6 7 811109 5x6 5x12 3x12 3x8 MT18HS 3x8 2x4 3x4 2x4 3x12 10-0-0 10-0-0 14-11-0 4-11-0 24-11-0 10-0-0 -2-10-8 2-10-8 5-1-7 5-1-7 10-0-0 4-10-9 14-11-0 4-11-0 19-9-9 4-10-9 24-11-0 5-1-7 27-9-8 2-10-8 0-6-85-4-135-6-80-6-85-4-136.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-13], [5:0-6-0,0-2-3], [7:1-0-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.32 0.91 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.57 0.05 0.04 (loc) 7-9 7-9 7 9-11 l/defl >999 >518 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 109 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except 2-0-0 oc purlins (5-1-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=-111(LC 11) Max Uplift 2=-181(LC 10), 7=-181(LC 11) Max Grav 2=1166(LC 1), 7=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1587/246, 3-4=-1315/210, 4-5=-1124/225, 5-6=-1315/210, 6-7=-1587/246 BOT CHORD 2-11=-158/1324, 9-11=0/1123, 7-9=-48/1324 WEBS 4-11=0/341, 5-9=0/341 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 2 and 181 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T03 Truss Type HIP Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061076 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hAH1dkDUn1IGzebQfoNZOIo32fzbtQ42Rfxcg9yxRwu Scale = 1:51.6 1 2 3 4 5 6 7 8131211 10 9 14 15 16 17 5x6 4x6 5x8 5x6 3x6 3x6 2x4 3x8 3x4 2x4 3x6 6-1-7 6-1-7 12-0-0 5-10-9 12-11-0 0-11-0 18-9-9 5-10-9 24-11-0 6-1-7 -2-10-8 2-10-8 6-1-7 6-1-7 12-0-0 5-10-9 12-11-0 0-11-0 18-9-9 5-10-9 24-11-0 6-1-7 27-9-8 2-10-8 0-6-86-4-136-6-80-6-86-4-136.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-4-0,0-1-15], [6:0-2-0,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-S 0.42 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.13 0.05 0.04 (loc) 9-10 9-10 7 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (5-9-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=129(LC 10) Max Uplift 2=-196(LC 10), 7=-197(LC 11) Max Grav 2=1166(LC 1), 7=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1639/200, 3-4=-1165/218, 4-5=-963/233, 5-6=-1165/218, 6-7=-1642/200 BOT CHORD 2-13=-161/1362, 11-13=-158/1366, 10-11=-1/965, 9-10=-30/1369, 7-9=-33/1365 WEBS 3-13=0/250, 3-11=-471/165, 4-11=-70/372, 5-10=-36/286, 6-10=-470/164, 6-9=0/255 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 20-4-15, Interior(1) 20-4-15 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2 and 197 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061077 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9MrPq4D6YKQ7boAcDWuowVKDr2JXcvxCgJhADbyxRwt Scale = 1:50.8 1 2 3 4 5 6 7 8 9 1016 15 14 13 12 11 17 18 19 3x6 5x6 5x8 3x6 2x4 2x4 2x4 3x4 3x6 3x6 5x12 3x4 3x6 6x10 5-10-1 5-10-1 11-3-0 5-4-15 18-3-2 7-0-2 18-4-9 0-1-7 21-0-0 2-7-7 24-11-0 3-11-0 -2-10-8 2-10-8 5-10-1 5-10-1 11-3-0 5-4-15 12-5-8 1-2-8 18-4-9 5-11-1 21-0-0 2-7-7 24-11-0 3-11-0 27-9-8 2-10-8 0-5-66-8-26-9-40-6-80-1-21-1-21-1-26.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.49 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.03 0.03 (loc) 13-14 13-14 9 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x6 SPF No.2, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 5-15,7-12: 2x3 SPF No.2 WEBS 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, Except: 6-0-0 oc bracing: 15-16,11-12. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=0-3-8, 9=0-3-8, 13=0-4-15 Max Horz 2=-136(LC 11) Max Uplift 2=-184(LC 10), 9=-128(LC 11), 13=-97(LC 11) Max Grav 2=914(LC 1), 9=435(LC 24), 13=988(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1121/173, 3-5=-801/192, 5-6=-746/264 BOT CHORD 2-16=-132/911, 13-14=0/507, 7-13=-388/255 WEBS 14-16=-113/918, 3-14=-298/127, 6-14=-144/642, 6-13=-682/76 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 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) 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 184 lb uplift at joint 2, 128 lb uplift at joint 9 and 97 lb uplift at joint 13. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T05 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061078 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-dZPn2QEkJeY_DylonDP1TjtKmSbYLFnLvzQjl1yxRws Scale = 1:49.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x6 5x8 3x6 2x4 4x6 5x12 3x4 2x4 3x6 3x6 8x10 4x6 3x4 3x8 5-10-1 5-10-1 11-3-0 5-4-15 12-5-8 1-2-8 20-3-2 7-9-10 20-3-8 0-0-6 24-11-0 4-7-8 -2-10-8 2-10-8 5-10-1 5-10-1 11-3-0 5-4-15 12-5-8 1-2-8 20-3-8 7-10-0 24-11-0 4-7-8 0-5-66-8-26-9-40-6-81-0-01-1-26.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [8:0-2-9,Edge], [8:0-0-0,0-0-13], [11:0-2-8,0-2-0], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.70 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.03 0.04 (loc) 10-11 10-11 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 5-13,7-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 6-10 REACTIONS. (size) 2=0-3-8, 10=0-4-11 Max Horz 2=153(LC 14) Max Uplift 2=-191(LC 10), 10=-158(LC 11) Max Grav 2=964(LC 1), 10=1199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1227/187, 3-5=-943/235, 5-6=-727/244, 6-7=0/355, 7-8=-32/346 BOT CHORD 2-14=-168/1004, 5-12=-97/327, 11-12=-71/764, 10-11=-8/657, 7-10=-486/285 WEBS 12-14=-175/946, 3-12=-265/109, 5-11=-468/205, 6-11=-83/589, 6-10=-1069/26 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 19-7-6, Exterior(2E) 19-7-6 to 24-11-0 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) 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 191 lb uplift at joint 2 and 158 lb uplift at joint 10. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T06 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061079 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-5lzAFlFM4ygrq5K?LxwG?wQROsw_4joV7dAHHTyxRwr Scale = 1:37.5 1 2 3 4 5 10 9 8 7 6 11 12 3x4 5x6 4x8 4x6 6x8 3x6 5x12 3x8 3x8 3x4 3-11-0 3-11-0 12-5-8 8-6-8 20-3-0 7-9-8 3-11-0 3-11-0 8-2-4 4-3-4 12-5-8 4-3-4 20-3-0 7-9-8 1-3-35-8-21-9-61-3-36.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0], [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-S 0.99 0.75 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.42 0.02 0.14 (loc) 7-9 7-9 6 7-9 l/defl >999 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-15 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 6=0-3-8 Max Horz 10=89(LC 10) Max Uplift 10=-121(LC 10), 6=-83(LC 11) Max Grav 10=800(LC 1), 6=800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-749/177, 1-2=-2291/457, 2-3=-2760/607, 3-4=-905/271, 4-5=-953/247, 5-6=-738/229 BOT CHORD 7-9=-308/1209 WEBS 1-9=-434/2243, 2-9=-1396/365, 3-9=-258/1521, 3-7=-568/229, 4-7=-16/472, 5-7=-60/630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-11-0, Interior(1) 3-11-0 to 7-1-14, Exterior(2R) 7-1-14 to 14-9-10, Exterior(2E) 14-9-10 to 20-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 10 and 83 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061080 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ZxXYT5G_rFoiSFvBueRVY8yhOGHlpCZeMHvqpwyxRwq Scale = 1:37.2 1 2 3 45 10 9 8 7 6 11 12 2x4 4x6 4x10 4x6 4x8 2x4 3x6 3x8 6x10 3x6 5-11-0 5-11-0 13-8-0 7-9-0 19-3-8 5-7-8 5-11-0 5-11-0 12-5-8 6-6-8 13-8-0 1-2-8 19-3-8 5-7-8 2-3-34-11-35-8-24-11-36.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-0], [7:0-5-0,0-2-12], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.65 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.25 0.02 0.08 (loc) 7-9 7-9 6 7-9 l/defl >999 >922 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (size) 10=Mechanical, 6=Mechanical Max Horz 10=190(LC 7) Max Uplift 10=-122(LC 10), 6=-100(LC 11) Max Grav 10=763(LC 1), 6=763(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-708/202, 1-2=-1617/402, 2-3=-755/225, 3-4=-755/272, 4-5=-684/248, 5-6=-722/225 BOT CHORD 7-9=-375/1639 WEBS 1-9=-373/1654, 2-9=-411/217, 2-7=-1081/313, 3-7=-48/407, 4-7=-516/183, 5-7=-210/870 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 7-1-14, Exterior(2R) 7-1-14 to 12-5-8, Exterior(2E) 12-5-8 to 19-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 122 lb uplift at joint 10 and 100 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061081 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-285wgRHdcZwZ4PUNSMyk5LVrogfYYfrobxfNMMyxRwp Scale = 1:38.4 1 2 34 9 8 7 6 5 10 11 3x4 6x6 4x10 4x6 2x4 3x6 3x6 4x8 3x6 7-11-0 7-11-0 13-3-0 5-4-0 19-3-8 6-0-8 7-11-0 7-11-0 13-3-0 5-4-0 19-3-8 6-0-8 3-3-35-11-36-0-145-11-36.00 12 Plate Offsets (X,Y)-- [8:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.55 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.01 0.05 (loc) 8-9 8-9 5 8 l/defl >999 >812 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E 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 end verticals, and 2-0-0 oc purlins (5-2-13 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. REACTIONS. (size) 9=Mechanical, 5=Mechanical Max Horz 9=108(LC 10) Max Uplift 9=-112(LC 10), 5=-93(LC 7) Max Grav 9=763(LC 1), 5=763(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-687/195, 1-2=-1248/229, 2-3=-727/147, 3-4=-585/181, 4-5=-708/249 BOT CHORD 6-8=-347/1236 WEBS 1-8=-231/1274, 2-8=-311/173, 2-6=-755/197, 4-6=-241/784 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 7-11-0, Exterior(2R) 7-11-0 to 13-10-10, Exterior(2E) 13-10-10 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 9 and 93 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061082 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-285wgRHdcZwZ4PUNSMyk5LVsWgeSYeuobxfNMMyxRwp Scale = 1:57.5 1 2 34 5 67 14 13 12 11 10 9 8 15 16 5x12 4x10 3x6 5x6 4x6 3x6 3x6 2x4 3x8 2x4 4x6 4x8 6x6 8-0-0 8-0-0 14-11-8 6-11-8 21-11-0 6-11-8 27-3-0 5-4-0 29-3-8 2-0-8 -2-10-8 2-10-8 8-0-0 8-0-0 14-11-8 6-11-8 21-11-0 6-11-8 27-3-0 5-4-0 29-3-8 2-0-8 1-4-145-3-38-0-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-3], [6:0-4-8,0-1-12], [7:Edge,0-2-8], [9:0-2-8,0-2-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.62 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.04 0.09 (loc) 13-14 13-14 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-8 REACTIONS. (size) 8=Mechanical, 14=0-3-8 Max Horz 14=342(LC 7) Max Uplift 8=-216(LC 10), 14=-280(LC 10) Max Grav 8=1152(LC 1), 14=1352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1618/304, 3-4=-1739/376, 4-5=-1741/378, 5-6=-384/150, 2-14=-1276/431 BOT CHORD 13-14=-311/214, 11-13=-273/1341, 10-11=-209/1281, 9-10=-210/1278, 8-9=-75/277 WEBS 3-11=-151/490, 4-11=-487/229, 5-11=-158/565, 5-10=0/268, 5-9=-1383/315, 6-9=-205/994, 6-8=-1136/236, 2-13=-119/1177 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 13-3-10, Interior(1) 13-3-10 to 21-11-0, Exterior(2R) 21-11-0 to 27-3-0, Exterior(2E) 27-3-0 to 29-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 8 and 280 lb uplift at joint 14. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061083 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-WKeIunHFNt2QhZ3a03UzdZ20u3uGH3rxqbOxuoyxRwo Scale = 1:57.2 1 2 3 45 6 7 13 12 11 10 9 8 14 15 16 5x8 4x10 2x4 4x6 3x6 3x8 3x8 2x4 4x6 3x8 3x6 5x8 10-0-0 10-0-0 16-11-8 6-11-8 23-11-0 6-11-8 29-3-8 5-4-8 -2-10-8 2-10-8 5-1-4 5-1-4 10-0-0 4-10-12 16-11-8 6-11-8 23-11-0 6-11-8 29-3-8 5-4-8 1-4-146-3-39-1-26-3-36.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.97 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.53 0.07 0.07 (loc) 12-13 12-13 8 10-12 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 1 Row at midpt 7-8, 5-12, 5-9, 6-8, 3-13 REACTIONS. (size) 8=Mechanical, 13=0-3-8 Max Horz 13=342(LC 10) Max Uplift 8=-280(LC 10), 13=-250(LC 10) Max Grav 8=1270(LC 2), 13=1425(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/70, 3-4=-1631/253, 4-5=-1436/264, 5-6=-966/79, 2-13=-452/278 BOT CHORD 12-13=-483/1342, 10-12=-365/1588, 9-10=-365/1588, 8-9=-187/950 WEBS 4-12=0/410, 5-10=0/330, 5-9=-829/234, 6-9=-69/791, 6-8=-1439/282, 3-13=-1402/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 17-5-15, Interior(1) 17-5-15 to 23-11-0, Exterior(2E) 23-11-0 to 29-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 280 lb uplift at joint 8 and 250 lb uplift at joint 13. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061084 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_WCg57It8AAHJjeman?CAmaCsTHU0UD42F8UQFyxRwn Scale = 1:57.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 5x6 5x8 5x8 2x4 4x6 4x6 3x6 4x8 3x4 3x4 5x6 5x6 7-5-2 7-5-2 15-5-12 8-0-10 22-5-4 6-11-8 29-3-8 6-10-4 -2-10-8 2-10-8 5-10-0 5-10-0 12-0-0 6-2-0 18-11-8 6-11-8 25-11-0 6-11-8 29-3-8 3-4-8 1-4-147-3-39-1-27-3-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-8,Edge], [4:0-4-0,0-1-15], [6:0-4-0,0-2-0] 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 0.63 0.78 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.04 0.06 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS. (size) 8=Mechanical, 13=0-3-8 Max Horz 13=342(LC 10) Max Uplift 8=-280(LC 10), 13=-250(LC 10) Max Grav 8=1316(LC 2), 13=1445(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1850/277, 3-4=-1738/323, 4-5=-1359/239, 5-6=-979/122, 2-13=-1336/331 BOT CHORD 12-13=-304/227, 10-12=-354/1287, 9-10=-304/1271, 8-9=-122/534 WEBS 3-12=-297/215, 4-12=-83/409, 5-9=-658/256, 6-9=-155/1000, 6-8=-1258/290, 2-12=-183/1483 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 19-5-15, Interior(1) 19-5-15 to 25-11-0, Exterior(2E) 25-11-0 to 29-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 280 lb uplift at joint 8 and 250 lb uplift at joint 13. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T12 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061085 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Sjm3ITJVvUI8xtCy7UWRi_7IZtdCl22EHvt2yhyxRwm Scale = 1:57.9 1 2 3 45 6 12 11 10 9 8 7 13 14 15 16 17 5x8 4x6 3x4 4x6 3x6 3x8 3x8 3x4 4x6 4x8 5x6 7-1-4 7-1-4 14-0-0 6-10-12 21-6-0 7-6-0 29-3-8 7-9-8 -2-10-8 2-10-8 7-1-4 7-1-4 14-0-0 6-10-12 21-6-0 7-6-0 29-3-8 7-9-8 1-4-148-3-38-4-148-3-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-4,Edge], [8:0-2-8,0-2-0], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.03 0.05 (loc) 7-8 7-8 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,2-12: 2x4 SPF-S Stud, 5-10,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-10, 5-8 REACTIONS. (size) 7=Mechanical, 12=0-3-8 Max Horz 12=348(LC 7) Max Uplift 7=-223(LC 7), 12=-211(LC 10) Max Grav 7=1320(LC 2), 12=1415(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/254, 3-4=-1395/279, 4-5=-1172/294, 5-6=-982/265, 6-7=-1167/254, 2-12=-1300/370 BOT CHORD 11-12=-309/188, 10-11=-303/1494, 8-10=-234/982 WEBS 3-10=-416/196, 4-10=0/305, 5-10=-100/313, 5-8=-728/286, 6-8=-240/1397, 2-11=-136/1381 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 6-6-1, Exterior(2R) 6-6-1 to 21-6-8, Interior(1) 21-6-8 to 23-10-10, Exterior(2E) 23-10-10 to 29-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 7 and 211 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 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. 10) 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 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T12 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061085 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Sjm3ITJVvUI8xtCy7UWRi_7IZtdCl22EHvt2yhyxRwm 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, 2-4=-50, 4-6=-50, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-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=52, 2-13=26, 13-14=19, 4-14=26, 4-5=26, 5-15=19, 6-15=26, 7-12=-12 Horz: 1-2=-64, 2-13=-38, 13-14=-31, 4-14=-38, 6-7=33, 2-12=-33 Drag: 4-5=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, 2-4=-35, 4-6=-35, 7-12=-20 Horz: 1-2=-10, 2-4=15, 6-7=-29, 2-12=29 Drag: 4-5=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-0, 4-6=28, 7-12=-12 Horz: 1-2=-25, 2-4=-12, 6-7=21, 2-12=16 Drag: 4-5=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=12, 4-6=28, 7-12=-12 Horz: 1-2=-19, 2-4=-24, 6-7=-16, 2-12=-21 Drag: 4-5=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-20, 4-6=8, 7-12=-20 Horz: 1-2=-6, 2-4=-0, 6-7=10, 2-12=28 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-7, 4-6=8, 7-12=-20 Horz: 1-2=-19, 2-4=-13, 6-7=-28, 2-12=-10 Drag: 4-5=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, 2-4=28, 4-6=11, 7-12=-12 Horz: 1-2=-34, 2-4=-40, 6-7=19, 2-12=14 Drag: 4-5=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, 2-4=11, 4-6=11, 7-12=-12 Horz: 1-2=-17, 2-4=-23, 6-7=-14, 2-12=-19 Drag: 4-5=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, 2-4=28, 4-6=11, 7-12=-12 Horz: 1-2=-34, 2-4=-40, 6-7=19, 2-12=14 Drag: 4-5=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, 2-4=11, 4-6=11, 7-12=-12 Horz: 1-2=-17, 2-4=-23, 6-7=-14, 2-12=-19 Drag: 4-5=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, 2-4=8, 4-6=-9, 7-12=-20 Horz: 1-2=-34, 2-4=-28, 6-7=8, 2-12=25 Drag: 4-5=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, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 1-2=-17, 2-4=-11, 6-7=-25, 2-12=-8 Drag: 4-5=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 12-16=-40, 8-16=-60, 8-17=-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=-45, 2-4=-50, 4-6=-29, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-5, 2-4=-0, 6-7=7, 2-12=21 Drag: 4-5=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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T12 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061085 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:53 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Sjm3ITJVvUI8xtCy7UWRi_7IZtdCl22EHvt2yhyxRwm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-36, 2-4=-40, 4-6=-29, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-14, 2-4=-10, 6-7=-21, 2-12=-7 Drag: 4-5=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, 2-4=-29, 4-6=-42, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-26, 2-4=-21, 6-7=6, 2-12=19 Drag: 4-5=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, 2-4=-42, 4-6=-42, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-13, 2-4=-8, 6-7=-19, 2-12=-6 Drag: 4-5=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, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 1-2=-16, 2-4=16, 6-7=-16, 2-12=16 Drag: 4-5=-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, 2-4=4, 4-6=4, 7-12=-12 Horz: 1-2=-16, 2-4=-16, 6-7=16, 2-12=-16 Drag: 4-5=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: 1-2=-50, 2-4=-50, 4-6=-50, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-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: 1-2=-20, 2-4=-20, 4-6=-50, 12-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T13 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061086 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wvKRWpK7goQ?Z1n9hB1gFBgVmHzHUT7NWZdbV7yxRwl Scale = 1:59.8 1 2 3 45 6 12 11 10 98 7 13 14 15 16 17 18 5x8 4x6 3x4 4x6 3x6 3x8 3x8 3x4 4x6 4x6 5x6 8-1-4 8-1-4 16-0-0 7-10-12 22-6-0 6-6-0 29-3-8 6-9-8 -2-10-8 2-10-8 8-1-4 8-1-4 16-0-0 7-10-12 22-6-0 6-6-0 29-3-8 6-9-8 1-4-149-3-39-4-149-3-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-8,0-1-12], [8:0-2-8,0-2-0], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.76 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.03 0.05 (loc) 11-12 11-12 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,5-9,6-8: 2x4 SPF No.2, 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 6-7, 3-9, 5-8 REACTIONS. (size) 7=Mechanical, 12=0-3-8 Max Horz 12=353(LC 10) Max Uplift 7=-197(LC 7), 12=-195(LC 10) Max Grav 7=1318(LC 2), 12=1412(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1764/172, 3-4=-1261/185, 4-5=-1039/215, 5-6=-782/145, 6-7=-1181/265, 2-12=-1283/323 BOT CHORD 11-12=-331/273, 9-11=-372/1497, 8-9=-145/782 WEBS 3-9=-564/238, 4-9=0/256, 5-9=-154/441, 5-8=-785/281, 6-8=-241/1295, 2-11=-75/1340 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 8-6-1, Exterior(2R) 8-6-1 to 23-5-15, Interior(1) 23-5-15 to 23-10-10, Exterior(2E) 23-10-10 to 29-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 7 and 195 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 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. 10) 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 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T13 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061086 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wvKRWpK7goQ?Z1n9hB1gFBgVmHzHUT7NWZdbV7yxRwl LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-50, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-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=52, 2-13=26, 13-14=19, 4-14=26, 4-15=26, 15-16=19, 6-16=26, 7-12=-12 Horz: 1-2=-64, 2-13=-38, 13-14=-31, 4-14=-38, 2-12=-33 Drag: 4-5=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, 2-4=-35, 4-6=-35, 7-12=-20 Horz: 1-2=-10, 2-4=15, 2-12=29 Drag: 4-5=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-0, 4-6=28, 7-12=-12 Horz: 1-2=-25, 2-4=-12, 2-12=16 Drag: 4-5=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=12, 4-6=28, 7-12=-12 Horz: 1-2=-19, 2-4=-24, 2-12=-21 Drag: 4-5=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-20, 4-6=8, 7-12=-20 Horz: 1-2=-6, 2-4=-0, 2-12=28 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-7, 4-6=8, 7-12=-20 Horz: 1-2=-19, 2-4=-13, 2-12=-10 Drag: 4-5=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, 2-4=28, 4-6=11, 7-12=-12 Horz: 1-2=-34, 2-4=-40, 2-12=14 Drag: 4-5=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, 2-4=11, 4-6=11, 7-12=-12 Horz: 1-2=-17, 2-4=-23, 2-12=-19 Drag: 4-5=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, 2-4=28, 4-6=11, 7-12=-12 Horz: 1-2=-34, 2-4=-40, 2-12=14 Drag: 4-5=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, 2-4=11, 4-6=11, 7-12=-12 Horz: 1-2=-17, 2-4=-23, 2-12=-19 Drag: 4-5=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, 2-4=8, 4-6=-9, 7-12=-20 Horz: 1-2=-34, 2-4=-28, 2-12=25 Drag: 4-5=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, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 1-2=-17, 2-4=-11, 2-12=-8 Drag: 4-5=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 12-17=-40, 8-17=-60, 8-18=-40, 7-18=-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=-45, 2-4=-50, 4-6=-29, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-50 Horz: 1-2=-5, 2-4=-0, 2-12=21 Drag: 4-5=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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T13 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061086 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:54 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wvKRWpK7goQ?Z1n9hB1gFBgVmHzHUT7NWZdbV7yxRwl LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-36, 2-4=-40, 4-6=-29, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-50 Horz: 1-2=-14, 2-4=-10, 2-12=-7 Drag: 4-5=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, 2-4=-29, 4-6=-42, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-50 Horz: 1-2=-26, 2-4=-21, 2-12=19 Drag: 4-5=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, 2-4=-42, 4-6=-42, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-50 Horz: 1-2=-13, 2-4=-8, 2-12=-6 Drag: 4-5=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, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 1-2=-16, 2-4=16, 2-12=16 Drag: 4-5=-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, 2-4=4, 4-6=4, 7-12=-12 Horz: 1-2=-16, 2-4=-16, 2-12=-16 Drag: 4-5=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: 1-2=-50, 2-4=-50, 4-6=-50, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-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: 1-2=-20, 2-4=-20, 4-6=-50, 12-17=-35, 8-17=-50, 8-18=-35, 7-18=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T14 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061087 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-O5upj9KlR5YrAAMLFvYvoPCgihJTD_?XkDM81ayxRwk Scale = 1:50.8 1 2 3 4 5 6 11 10 9 8 712 6x10 6x8 4x6 3x6 3x6 3x12 5x6 4x6 5x6 8-0-0 8-0-0 16-11-0 8-11-0 24-11-0 8-0-0 -2-10-8 2-10-8 8-0-0 8-0-0 16-11-0 8-11-0 24-11-0 8-0-0 27-9-8 2-10-8 1-6-145-5-35-6-141-6-145-5-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-5-0,0-2-11], [5:0-3-0,0-1-12], [7:Edge,0-3-8], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.76 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.22 0.02 0.03 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size) 11=0-3-8, 7=0-3-8 Max Horz 11=115(LC 9) Max Uplift 11=-160(LC 10), 7=-160(LC 11) Max Grav 11=1219(LC 2), 7=1210(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1386/218, 3-4=-1146/239, 4-5=-1370/217, 2-11=-1098/367, 5-7=-1095/367 BOT CHORD 8-10=-75/1161 WEBS 3-10=0/280, 4-8=-9/258, 2-10=-82/1039, 5-8=-84/1024 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 11 and 160 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T15 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061088 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-sHSBxVLNCPhioKxXpc38Kcltk4eayHZgzt6iZ0yxRwj Scale = 1:50.8 1 2 3 4 5 6 7 8 13 12 11 10 9 8x8 6x6 3x6 3x8 3x6 3x4 3x6 3x4 5x8 5x8 3x4 10-0-0 10-0-0 14-11-0 4-11-0 24-11-0 10-0-0 -2-10-8 2-10-8 5-1-4 5-1-4 10-0-0 4-10-12 14-11-0 4-11-0 19-9-12 4-10-12 24-11-0 5-1-4 27-9-8 2-10-8 1-6-146-5-36-6-141-6-146-5-36.00 12 Plate Offsets (X,Y)-- [4:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.83 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.53 0.04 0.03 (loc) 9-10 9-10 9 10-12 l/defl >999 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=127(LC 9) Max Uplift 13=-178(LC 10), 9=-178(LC 11) Max Grav 13=1166(LC 1), 9=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1110/228, 4-5=-934/241, 5-6=-1110/228, 2-13=-420/289, 7-9=-420/289 BOT CHORD 12-13=-118/944, 10-12=0/933, 9-10=-49/944 WEBS 4-12=0/261, 5-10=-4/261, 3-13=-1075/153, 6-9=-1075/153 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 13 and 178 lb uplift at joint 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T16 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061089 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-pgayMANek0xQ1e5ww16cP1qGCuQRQKBzRBbpeuyxRwh Scale = 1:54.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x6 4x6 5x8 5x6 3x4 3x6 3x6 3x8 3x4 3x6 5x6 3x4 5x6 5-10-0 5-10-0 12-0-0 6-2-0 12-11-0 0-11-0 19-1-0 6-2-0 24-11-0 5-10-0 -2-10-8 2-10-8 5-10-0 5-10-0 12-0-0 6-2-0 12-11-0 0-11-0 19-1-0 6-2-0 24-11-0 5-10-0 27-9-8 2-10-8 1-6-147-5-37-6-141-6-147-5-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-1-12,Edge], [5:0-4-0,0-1-15], [6:0-1-12,Edge], [7:0-3-0,0-1-12], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.42 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 0.02 0.03 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 15=0-3-8, 9=0-3-8 Max Horz 15=-141(LC 8) Max Uplift 15=-192(LC 10), 9=-192(LC 11) Max Grav 15=1166(LC 1), 9=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/207, 3-4=-1015/233, 4-5=-826/248, 5-6=-1015/232, 6-7=-1251/207, 2-15=-1113/342, 7-9=-1113/342 BOT CHORD 12-14=-126/1039, 11-12=0/828, 10-11=-39/1041 WEBS 3-12=-293/155, 4-12=-75/317, 6-11=-292/153, 2-14=-75/1047, 7-10=-74/1051 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 20-4-15, Interior(1) 20-4-15 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 15 and 192 lb uplift at joint 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061090 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:42:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Hs7KZWOGUK3Hfog6UldryFNQwIh_9nR6frKMALyxRwg Scale = 1:51.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 5x6 4x6 5x6 4x6 3x6 4x8 4x8 5x6 4x6 5x6 8-4-8 8-4-8 16-6-8 8-2-0 24-11-0 8-4-8 -2-10-8 2-10-8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 24-11-0 6-0-0 27-9-8 2-10-8 1-6-147-9-101-6-146.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-4,Edge], [5:0-2-4,Edge], [6:0-3-0,0-1-12], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.72 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.25 0.01 0.04 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=-144(LC 8) Max Uplift 12=-195(LC 10), 8=-195(LC 11) Max Grav 12=1227(LC 2), 8=1227(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1446/291, 3-4=-1299/314, 4-5=-1299/314, 5-6=-1446/291, 2-12=-1103/387, 6-8=-1103/387 BOT CHORD 9-11=-2/894 WEBS 4-9=-90/484, 5-9=-344/232, 4-11=-90/484, 3-11=-344/232, 2-11=-160/1139, 6-9=-160/1139 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 22-5-14, Exterior(2E) 22-5-14 to 27-9-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 12 and 195 lb uplift at joint 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T18 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061091 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-l3himsOuFeB8HyFI2S84VSwVri1ku68GuV4vinyxRwf Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 5x6 4x6 5x12 5x8 4x6 3x6 3x12 3x4 4x10 6x6 4x8 2x4 5x6 3x6 3x4 8-4-8 8-4-8 16-6-8 8-2-0 23-11-0 7-4-8 24-11-0 1-0-0 30-3-0 5-4-0 33-7-8 3-4-8 -2-10-8 2-10-8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 23-11-0 5-0-0 30-3-0 6-4-0 33-7-8 3-4-8 34-1-8 0-6-0 1-6-141-11-37-9-100-4-101-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-4,Edge], [5:0-2-8,0-2-0], [6:0-6-4,0-2-0], [7:0-4-0,0-1-15], [12:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.69 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 0.01 0.04 (loc) 14-16 14-16 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. WEBS 1 Row at midpt 4-14, 5-12, 7-11 REACTIONS. (size) 17=0-3-8, 11=0-3-8 Max Horz 17=-123(LC 8) Max Uplift 17=-196(LC 10), 11=-304(LC 11) Max Grav 17=1092(LC 2), 11=1989(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1219/198, 3-4=-1072/218, 4-5=-875/179, 5-6=-993/1524, 6-7=-1039/1990, 7-8=-185/362, 2-17=-969/302 BOT CHORD 14-16=-24/680, 12-14=-46/618, 11-12=-1391/1013, 10-11=-277/198, 8-10=-272/195 WEBS 3-16=-345/232, 4-16=-87/513, 5-14=-67/332, 5-12=-2332/1013, 6-12=-518/1635, 6-11=-1430/226, 7-11=-1794/960, 2-16=-109/947 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 24-11-6, Exterior(2R) 24-11-6 to 30-3-0, Exterior(2E) 30-3-0 to 34-1-8 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) 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 196 lb uplift at joint 17 and 304 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061092 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DFF4_CPW0xJ?u5qVbAfJ1gSit5M5ddpP79pTFDyxRwe Scale = 1:59.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 3x4 4x6 4x10 5x8 3x6 3x4 3x6 3x12 2x4 4x6 2x4 3x8 3x6 3x4 8-4-8 8-4-8 16-6-8 8-2-0 24-11-0 8-4-8 28-3-0 3-4-0 33-7-8 5-4-8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 21-11-0 3-0-0 28-3-0 6-4-0 33-7-8 5-4-8 34-1-8 0-6-0 1-6-142-11-37-9-100-4-102-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.74 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.02 0.04 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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* 1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-9-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 2-15 REACTIONS. (size) 10=0-3-8, 15=0-3-8 Max Horz 15=-139(LC 11) Max Uplift 10=-305(LC 11), 15=-126(LC 10) Max Grav 10=1998(LC 2), 15=932(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1092/226, 3-4=-853/181, 4-5=-929/148, 5-6=-682/1321, 6-7=-264/554 BOT CHORD 14-15=-183/1015, 12-14=-28/696, 10-12=-309/469, 9-10=-441/286, 7-9=-435/282 WEBS 3-14=-94/531, 4-12=-287/195, 5-12=-429/1061, 5-10=-1600/451, 6-10=-1114/647, 2-15=-1052/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 22-11-6, Exterior(2R) 22-11-6 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 305 lb uplift at joint 10 and 126 lb uplift at joint 15. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061093 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DFF4_CPW0xJ?u5qVbAfJ1gShn5M8deRP79pTFDyxRwe Scale = 1:59.5 1 2 3 4 5 6 7 14 13 12 11 10 98 15 16 17 18 19 20 21 3x4 4x8 4x10 5x8 3x6 3x4 3x6 3x4 4x6 2x4 3x8 3x6 3x6 8-4-8 8-4-8 16-6-8 8-2-0 24-9-4 8-2-12 28-1-0 3-3-12 33-7-8 5-6-8 6-0-0 6-0-0 12-5-8 6-5-8 19-11-0 7-5-8 26-3-0 6-4-0 33-7-8 7-4-8 34-1-8 0-6-0 1-6-143-11-37-9-100-4-103-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [5:0-4-0,0-1-15], [6:0-1-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.74 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.03 0.04 (loc) 11-13 13-14 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 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* 1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-9, 2-14 REACTIONS. (size) 9=0-3-8, 8=0-3-8, 14=0-3-8 Max Horz 14=-139(LC 11) Max Uplift 9=-183(LC 11), 8=-107(LC 11), 14=-119(LC 10) Max Grav 9=1783(LC 2), 8=334(LC 24), 14=957(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1132/302, 3-4=-921/223, 4-5=-156/769, 5-6=-321/688 BOT CHORD 13-14=-172/1037, 11-13=-17/728, 9-11=-18/512, 8-9=-525/257, 6-8=-527/351 WEBS 3-13=-95/525, 4-11=0/382, 4-9=-1611/384, 5-9=-658/157, 2-14=-1087/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 20-11-6, Exterior(2R) 20-11-6 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 183 lb uplift at joint 9, 107 lb uplift at joint 8 and 119 lb uplift at joint 14. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061094 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hRpSBYQ8nFRsWFOh9tAYat?w3VhFM4RZLpZ0ngyxRwd Scale = 1:59.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x4 4x6 5x12 6x6 3x6 3x4 3x8 4x6 4x8 5x6 2x4 3x8 3x6 3x4 8-4-8 8-4-8 16-6-8 8-2-0 24-3-0 7-8-8 28-1-0 3-10-0 33-7-8 5-6-8 6-0-0 6-0-0 12-5-8 6-5-8 17-11-0 5-5-8 24-3-0 6-4-0 27-11-4 3-8-4 33-7-8 5-8-4 34-1-8 0-6-0 1-6-144-11-37-9-100-4-104-11-36.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-6-0,0-2-0] 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 0.59 0.81 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.29 0.05 0.06 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 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* 1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-15 REACTIONS. (size) 9=0-3-8, 15=0-3-8 Max Horz 15=-139(LC 15) Max Uplift 9=-270(LC 11), 15=-132(LC 10) Max Grav 9=1771(LC 2), 15=1159(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1475/338, 3-4=-1622/364, 4-5=-595/134, 5-6=-708/127, 6-7=-271/559 BOT CHORD 14-15=-190/1299, 12-14=-36/1037, 10-12=-107/1487, 9-10=-431/289, 7-9=-431/289 WEBS 3-14=-93/485, 3-12=-136/744, 4-12=-391/224, 4-10=-1117/244, 6-10=-256/1294, 6-9=-1572/473, 2-15=-1427/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 7-1-14, Exterior(2R) 7-1-14 to 12-5-8, Exterior(2E) 12-5-8 to 17-11-0, Interior(1) 17-11-0 to 18-11-6, Exterior(2R) 18-11-6 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 270 lb uplift at joint 9 and 132 lb uplift at joint 15. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T22 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061095 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9eNqPuRmYZZj8Pztjahn65Y3ev2m5W5iaTIZJ6yxRwc Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 5x6 4x6 4x8 8x10 4x6 3x6 4x8 4x8 3x6 4x6 2x4 5x6 3x6 3x4 8-4-8 8-4-8 15-11-0 7-6-8 22-3-0 6-4-0 27-11-4 5-8-4 28-1-0 0-1-12 33-7-8 5-6-8 -2-10-8 2-10-8 6-0-0 6-0-0 12-5-8 6-5-8 15-11-0 3-5-8 22-3-0 6-4-0 27-11-4 5-8-4 33-7-8 5-8-4 34-1-8 0-6-0 1-6-145-11-37-9-100-4-105-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-4,Edge], [5:0-4-0,0-1-0], [11:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.27 0.02 0.06 (loc) 13-15 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 5-6. 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=-123(LC 8) Max Uplift 16=-201(LC 10), 10=-270(LC 11) Max Grav 16=1316(LC 2), 10=1760(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1597/281, 3-4=-1450/304, 4-5=-1551/381, 5-6=-1327/293, 6-7=-936/173, 7-8=-267/538, 2-16=-1191/377 BOT CHORD 13-15=-31/1019, 11-13=0/771, 10-11=-408/283, 8-10=-408/283 WEBS 3-15=-342/233, 4-15=-88/460, 4-13=-181/778, 5-13=-931/296, 6-13=-134/754, 6-11=-450/207, 7-11=-272/1328, 7-10=-1517/489, 2-15=-160/1268 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 12-5-8, Exterior(2E) 12-5-8 to 15-11-0, Interior(1) 15-11-0 to 16-11-6, Exterior(2R) 16-11-6 to 27-6-10, Interior(1) 27-6-10 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 201 lb uplift at joint 16 and 270 lb uplift at joint 10. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T23 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061096 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-50VbqZS14ApRNj7Gq?kFBWdR7jkWZSL?2nngO_yxRwa Scale: 3/16"=1' 1 2 3 45 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 5x6 4x6 4x8 4x6 3x4 3x6 3x8 4x8 3x12 5x6 5x6 4x6 2x4 3x6 3x4 6-4-0 6-4-0 12-5-8 6-1-8 20-3-0 7-9-8 28-1-0 7-10-0 33-7-8 5-6-8 -2-10-8 2-10-8 6-4-0 6-4-0 12-5-8 6-1-8 13-11-0 1-5-8 20-3-0 6-4-0 26-8-7 6-5-7 33-7-8 6-11-1 34-1-8 0-6-0 1-6-146-11-37-9-100-4-106-11-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-1-12,Edge], [11:0-2-8,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.71 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.03 0.04 (loc) 13-15 13-15 11 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 17=0-3-8, 11=0-3-8 Max Horz 17=-123(LC 8) Max Uplift 17=-201(LC 10), 11=-270(LC 11) Max Grav 17=1308(LC 2), 11=1762(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/255, 3-4=-1249/283, 4-5=-1222/328, 5-6=-877/242, 6-7=-1053/211, 7-8=-212/469, 8-9=-283/540, 2-17=-1203/371 BOT CHORD 15-16=-156/1290, 13-15=-43/1156, 9-11=-407/300 WEBS 3-15=-315/165, 4-15=-164/945, 5-15=-528/225, 5-13=-405/100, 7-13=-168/998, 2-16=-123/1222, 7-11=-1357/414 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 12-5-8, Exterior(2E) 12-5-8 to 13-11-0, Interior(1) 13-11-0 to 14-11-6, Exterior(2R) 14-11-6 to 25-6-10, Interior(1) 25-6-10 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 201 lb uplift at joint 17 and 270 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T24 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061097 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-aD2z1vTfrUxI?tiSOjFUkj9c462uIvK8GQXEwRyxRwZ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 5x6 5x8 4x8 3x6 4x6 5x8 3x8 3x8 5x12 2x4 3x6 5x6 3x6 4x8 3x4 6-1-4 6-1-4 12-0-0 5-10-12 19-3-0 7-3-0 26-2-7 6-11-7 31-1-4 4-10-13 32-7-0 1-5-12 33-7-8 1-0-8 -2-10-8 2-10-8 6-1-4 6-1-4 12-0-0 5-10-12 19-3-0 7-3-0 26-2-7 6-11-7 33-7-8 7-5-1 34-1-8 0-6-0 1-6-147-5-37-6-140-4-107-5-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-2-4,Edge], [4:0-4-0,0-1-15], [5:0-4-0,0-1-15], [8:0-3-8,Edge], [8:0-2-13,1-0-15], [8:0-1-6,0-2-13], [8:0-1-9,Edge], [14:0-3-12,0-3-0], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.77 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.07 0.05 (loc) 13-14 13-14 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E, 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 7-10 REACTIONS. (size) 16=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 16=-120(LC 8) Max Uplift 16=-202(LC 10), 10=-114(LC 11), 8=-65(LC 11) Max Grav 16=1519(LC 2), 10=1293(LC 2), 8=269(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1821/289, 3-4=-1663/329, 4-5=-1446/345, 5-7=-1701/336, 7-8=-391/83, 2-16=-1418/398 BOT CHORD 14-15=-154/1553, 13-14=-59/1429, 11-13=-187/1643, 10-11=-187/1643, 8-10=0/275 WEBS 4-14=-9/393, 5-13=0/383, 7-13=-270/204, 7-10=-1706/259, 2-15=-144/1509 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 26-8-15, Interior(1) 26-8-15 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 202 lb uplift at joint 16, 114 lb uplift at joint 10 and 65 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T25 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061098 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-2PcLEFUHcn39c0HeyQmjHxim2WLq1NrIV4GnStyxRwY Scale = 1:62.4 1 2 3 456 7 8 9 10 17 16 15 14 13 12 1118 5x12 5x8 3x6 3x4 3x8 3x8 2x4 3x4 4x6 3x6 5x10 MT18HS 4x6 2x4 3x6 3x4 10-0-0 10-0-0 15-8-12 5-8-12 21-3-0 5-6-4 31-3-0 10-0-0 33-7-8 2-4-8 -2-10-8 2-10-8 5-1-4 5-1-4 10-0-0 4-10-12 15-8-12 5-8-12 21-3-0 5-6-4 27-2-7 5-11-7 33-7-8 6-5-1 34-1-8 0-6-0 1-6-146-5-36-6-140-4-106-5-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-3], [6:0-4-0,0-1-15], [11:0-2-8,0-2-0], [17:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.98 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.54 0.07 0.06 (loc) 16-17 16-17 11 14 l/defl >999 >694 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-11. WEBS 1 Row at midpt 3-17, 7-11 REACTIONS. (size) 17=0-3-8, 11=0-3-8 Max Horz 17=-106(LC 8) Max Uplift 17=-183(LC 10), 11=-165(LC 11) Max Grav 17=1493(LC 2), 11=1589(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/101, 3-4=-1709/302, 4-5=-1693/363, 5-6=-1694/364, 6-7=-1714/300, 2-17=-437/292 BOT CHORD 16-17=-142/1372, 14-16=-87/1500, 12-14=-65/1472, 11-12=-132/1277 WEBS 4-16=0/316, 4-14=-136/368, 5-14=-398/183, 6-14=-137/411, 6-12=0/279, 7-12=-31/300, 3-17=-1507/217, 7-11=-1702/457 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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 183 lb uplift at joint 17 and 165 lb uplift at joint 11. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T26 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061099 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-WbAjSbVvN5B?EAsrW8Hyp8Fw3whEmmERkk0K_JyxRwX Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 5x6 6x8 5x8 3x6 4x8 3x8 2x4 3x8 3x4 4x6 3x4 6x8 4x6 2x4 3x6 3x4 10-5-8 10-5-8 18-1-0 7-7-8 23-3-0 5-2-0 31-3-0 8-0-0 33-7-8 2-4-8 -2-10-8 2-10-8 5-4-0 5-4-0 10-5-8 5-1-8 12-11-0 2-5-8 18-1-0 5-2-0 23-3-0 5-2-0 28-2-7 4-11-7 33-7-8 5-5-1 34-1-8 0-6-0 1-6-145-5-36-9-100-4-105-5-36.00 12 Plate Offsets (X,Y)-- [5:0-3-6,Edge], [7:0-4-0,0-1-15], [12:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.97 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.63 0.07 0.08 (loc) 17-18 17-18 12 15-17 l/defl >999 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 3-18 REACTIONS. (size) 18=0-3-8, 12=0-3-8 Max Horz 18=-110(LC 8) Max Uplift 18=-187(LC 10), 12=-259(LC 11) Max Grav 18=1418(LC 1), 12=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/92, 3-4=-1526/326, 4-5=-1515/356, 5-6=-1797/425, 6-7=-1796/426, 7-8=-1582/348, 2-18=-444/281 BOT CHORD 17-18=-154/1283, 15-17=-177/1735, 13-15=-131/1361, 12-13=-144/1039 WEBS 4-17=-173/1084, 5-17=-987/281, 6-15=-393/173, 7-15=-118/615, 8-13=-37/365, 3-18=-1461/259, 8-12=-1644/480 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 5-1-8, Exterior(2R) 5-1-8 to 10-5-8, Exterior(2E) 10-5-8 to 12-11-0, Interior(1) 12-11-0 to 17-11-6, Exterior(2R) 17-11-6 to 28-9-14, Exterior(2E) 28-9-14 to 34-1-8 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) 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 187 lb uplift at joint 18 and 259 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T27 Truss Type Common Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061100 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-WbAjSbVvN5B?EAsrW8Hyp8FxcwhkmloRkk0K_JyxRwX Scale = 1:43.8 1 2 3 4 5 6 10 9 8 7 11 5x6 3x4 3x6 3x8 3x6 3x6 3x4 6x6 4x8 10-5-8 10-5-8 20-11-0 10-5-8 -2-10-8 2-10-8 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 1-6-146-9-101-6-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 1.00 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.49 0.03 0.02 (loc) 8-10 8-10 7 8 l/defl >999 >510 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 7=Mechanical Max Horz 10=126(LC 10) Max Uplift 10=-174(LC 10), 7=-104(LC 11) Max Grav 10=1020(LC 1), 7=812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-837/246, 4-5=-842/252, 2-10=-411/304 BOT CHORD 8-10=-167/765, 7-8=-196/808 WEBS 4-8=-45/454, 3-10=-863/177, 5-7=-879/256 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 5-1-8, Exterior(2R) 5-1-8 to 15-8-9, Exterior(2E) 15-8-9 to 20-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 10 and 104 lb uplift at joint 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T28 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061101 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_ok6fxVX8PJssKR13roBMMn1OK8nUMtayOluXmyxRwW Scale = 1:40.1 1 2 3 4 5 10 9 8 7 6 5x12 4x8 8x8 4x6 3x6 3x4 3x8 6x6 4x6 8-8-0 8-8-0 12-3-0 3-7-0 20-11-0 8-8-0 -2-10-8 2-10-8 8-8-0 8-8-0 12-3-0 3-7-0 20-11-0 8-8-0 1-6-145-9-35-10-141-6-145-9-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-3], [4:0-4-0,0-1-15], [5:0-3-8,Edge], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.56 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.01 0.01 (loc) 9-10 9-10 6 7-9 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 6=Mechanical Max Horz 10=110(LC 7) Max Uplift 10=-162(LC 10), 6=-91(LC 11) Max Grav 10=1020(LC 1), 6=812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/210, 3-4=-773/263, 4-5=-976/220, 2-10=-935/395, 5-6=-729/214 BOT CHORD 7-9=-74/754 WEBS 2-9=-8/590, 5-7=-11/558 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 15-5-10, Exterior(2E) 15-5-10 to 20-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 10 and 91 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T29 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061102 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-S_IUtHW9viRjTU0DdYJQuZKGLkXIDiykB2VR3CyxRwV Scale = 1:40.4 1 2 3 4 5 11 10 9 8 7 6 5x12 5x8 5x6 3x4 3x6 3x4 3x4 3x4 6x6 3x4 6-9-8 6-9-8 12-5-12 5-8-4 14-1-8 1-7-12 20-11-0 6-9-8 -2-10-8 2-10-8 6-9-8 6-9-8 14-1-8 7-4-0 20-11-0 6-9-8 1-6-144-9-154-11-101-6-144-9-156.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-3-0], [3:0-6-0,0-2-3], [4:0-4-0,0-1-15], [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.35 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.01 (loc) 10-11 10-11 6 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-6: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 8=0-3-8, 6=0-3-8 Max Horz 11=120(LC 7) Max Uplift 11=-143(LC 10), 8=-61(LC 7), 6=-61(LC 11) Max Grav 11=685(LC 23), 8=833(LC 1), 6=322(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/128, 2-11=-623/323, 5-6=-259/111 BOT CHORD 8-10=-65/344 WEBS 3-8=-512/84, 4-8=-495/125, 2-10=-29/313 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 15-5-10, Exterior(2E) 15-5-10 to 20-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 143 lb uplift at joint 11, 61 lb uplift at joint 8 and 61 lb uplift at joint 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T30 Truss Type COMMON Qty 4 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061103 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wAss4dXog0Za5eaQBGqfRntSq7s?yHTtQiE?beyxRwU Scale = 1:34.1 1 2 3 4 7 65 8 9 5x6 6x6 3x6 3x4 3x8 4x6 7-5-8 7-5-8 14-8-0 7-2-8 -2-10-8 2-10-8 7-5-8 7-5-8 14-8-0 7-2-8 1-6-145-3-101-8-66.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.39 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.00 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=104(LC 7) Max Uplift 7=-143(LC 10), 5=-70(LC 11) Max Grav 7=775(LC 1), 5=556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-606/220, 3-4=-588/215, 2-7=-709/426, 4-5=-495/219 WEBS 2-6=-7/382, 4-6=-27/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 9-2-10, Exterior(2E) 9-2-10 to 14-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 7 and 70 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T31 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061104 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wAss4dXog0Za5eaQBGqfRntYE7wmyI0tQiE?beyxRwU Scale = 1:18.7 1 2 3 4 5 6 87 4x6 3x12 4x6 4x6 3x8 3x4 2x4 5-3-8 5-3-8 6-7-0 1-3-8 -1-10-8 1-10-8 3-3-8 3-3-8 5-3-8 2-0-0 6-7-0 1-3-8 0-10-141-4-152-6-101-1-70-3-81-4-156.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.00 (loc) 8-11 8-11 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 7=0-1-8 Max Horz 2=72(LC 10) Max Uplift 2=-77(LC 10), 7=-32(LC 11) Max Grav 2=386(LC 1), 7=241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-252/135 WEBS 6-8=-108/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 2 and 32 lb uplift at joint 7. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T32 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061105 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OMQEIzYQRKiRjo9clzMu__PjzXHNhlb1fM_Y74yxRwT Scale = 1:18.3 1 2 3 45 76 2x4 3x12 4x6 2x4 5x6 3x4 3-3-8 3-3-8 6-7-0 3-3-8 -1-10-8 1-10-8 3-3-8 3-3-8 6-7-0 3-3-8 0-10-142-4-152-6-102-1-70-3-82-4-156.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-1-8 Max Horz 2=94(LC 10) Max Uplift 2=-72(LC 10), 6=-44(LC 7) Max Grav 2=386(LC 1), 6=241(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 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2 and 44 lb uplift at joint 6. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T33 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061106 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-OMQEIzYQRKiRjo9clzMu__PjzXF6hlJ1fM_Y74yxRwT Scale = 1:23.0 1 2 3 45 76 2x4 3x12 4x6 2x4 5x6 3x4 5-3-8 5-3-8 6-7-0 1-3-8 -1-10-8 1-10-8 5-3-8 5-3-8 6-7-0 1-3-8 0-10-143-4-153-6-103-1-70-3-83-4-156.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.02 (loc) 7-10 7-10 2 7-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-1-8 Max Horz 2=134(LC 10) Max Uplift 2=-67(LC 10), 6=-57(LC 10) Max Grav 2=386(LC 1), 6=241(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-305/161 WEBS 4-6=-341/247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 5-3-8, Exterior(2E) 5-3-8 to 6-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2 and 57 lb uplift at joint 6. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T34 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061107 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-sZ_cVJY2BdqIKxkoIht7WCyiuxWQQ1jAt0j5gXyxRwS Scale = 1:48.9 1 23 4 9 8 7 6 510 11 6x6 4x8 2x4 3x4 3x6 3x8 3x4 4x6 4x6 8-0-0 8-0-0 13-6-8 5-6-8 19-3-8 5-9-0 8-0-0 8-0-0 13-6-8 5-6-8 19-3-8 5-9-0 4-4-148-3-38-4-148-3-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-1-15], [6:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.45 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.00 0.02 (loc) 8-9 8-9 5 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 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* 1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 5=Mechanical, 9=0-5-8 Max Horz 9=153(LC 10) Max Uplift 5=-156(LC 7), 9=-46(LC 10) Max Grav 5=878(LC 2), 9=829(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-666/131, 2-3=-524/184, 3-4=-462/133, 4-5=-763/259, 1-9=-706/166 BOT CHORD 6-8=-133/462 WEBS 3-6=-459/254, 4-6=-228/790, 1-8=0/539 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 13-10-10, Exterior(2E) 13-10-10 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 5 and 46 lb uplift at joint 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) 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. 10) 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, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T34 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061107 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-sZ_cVJY2BdqIKxkoIht7WCyiuxWQQ1jAt0j5gXyxRwS LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=31, 2-4=31, 5-9=-12 Horz: 1-2=-43 Drag: 2-3=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=-35, 2-4=-35, 5-9=-20 Horz: 1-2=15 Drag: 2-3=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=28, 5-9=-12 Horz: 1-2=-12 Drag: 2-3=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=28, 5-9=-12 Horz: 1-2=-24 Drag: 2-3=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-4=8, 5-9=-20 Horz: 1-2=-0 Drag: 2-3=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=8, 5-9=-20 Horz: 1-2=-13 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=8, 2-4=-9, 5-9=-20 Horz: 1-2=-28 Drag: 2-3=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=-9, 2-4=-9, 5-9=-20 Horz: 1-2=-11 Drag: 2-3=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 9-10=-40, 6-10=-60, 6-11=-40, 5-11=-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=-50, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-0 Drag: 2-3=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=-40, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-10 Drag: 2-3=0 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T34 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061107 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:13 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-sZ_cVJY2BdqIKxkoIht7WCyiuxWQQ1jAt0j5gXyxRwS LOAD CASE(S) Standard Except: 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=-29, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-21 Drag: 2-3=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=-42, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-8 Drag: 2-3=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-9=-12 Horz: 1-2=16 Drag: 2-3=-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, 2-4=4, 5-9=-12 Horz: 1-2=-16 Drag: 2-3=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: 1-2=-50, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-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: 1-2=-20, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T35 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061108 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-LlX?ieZgyxy9y5J?sOOM3PV_ULoX9VyK6gTfCzyxRwR Scale = 1:53.9 1 2 3 4 5 9 8 7 610 11 12 2x4 4x6 4x6 4x6 3x6 3x4 3x8 3x4 3x8 10-0-0 10-0-0 19-3-8 9-3-8 5-1-4 5-1-4 10-0-0 4-10-12 14-6-8 4-6-8 19-3-8 4-9-0 4-4-149-3-39-4-149-3-36.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.72 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.51 0.01 -0.06 (loc) 7-9 7-9 6 6-7 l/defl >732 >448 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 1-9: 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. WEBS 1 Row at midpt 5-6, 3-7, 4-6, 2-9 REACTIONS. (size) 6=Mechanical, 9=0-5-8 Max Horz 9=351(LC 7) Max Uplift 6=-196(LC 7), 9=-94(LC 10) Max Grav 6=883(LC 2), 9=873(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-642/248, 3-4=-523/257 BOT CHORD 7-9=-260/506, 6-7=-172/334 WEBS 4-7=-37/441, 4-6=-706/221, 2-9=-738/119 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 13-10-2, Exterior(2E) 13-10-2 to 19-1-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 6 and 94 lb uplift at joint 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T36 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061109 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-px5Nw_aIjF40aFuBQ6vbbd19_l8WuyuTLKCCkPyxRwQ Scale = 1:54.2 1 2 3 4 5 9 8 7 610 11 12 2x4 4x6 2x4 3x6 3x6 3x4 3x8 3x4 4x8 10-1-8 10-1-8 19-3-8 9-2-0 5-2-0 5-2-0 10-1-8 4-11-8 14-7-4 4-5-12 19-3-8 4-8-4 4-4-149-3-159-5-109-3-156.00 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 0.58 0.73 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.01 0.01 (loc) 7-9 7-9 6 7 l/defl >701 >429 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-9: 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. WEBS 1 Row at midpt 5-6, 3-7, 4-6, 2-9 REACTIONS. (size) 6=Mechanical, 9=0-5-8 Max Horz 9=195(LC 10) Max Uplift 6=-152(LC 7), 9=-47(LC 10) Max Grav 6=885(LC 2), 9=874(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-642/137, 3-4=-522/158 BOT CHORD 7-9=-260/471, 6-7=-119/331 WEBS 4-7=-81/427, 4-6=-719/265, 2-9=-728/92 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 13-10-10, Exterior(2E) 13-10-10 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 6 and 47 lb uplift at joint 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T37 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061110 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-px5Nw_aIjF40aFuBQ6vbbd16glCmuxxTLKCCkPyxRwQ Scale = 1:48.7 1 23 4 9 8 76510 11 6x6 4x8 2x4 3x4 3x8 3x8 3x4 4x6 4x6 8-1-8 8-1-8 13-7-4 5-5-12 19-3-8 5-8-4 8-1-8 8-1-8 13-7-4 5-5-12 19-3-8 5-8-4 4-4-148-3-158-5-108-3-156.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-1-15], [6:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.46 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.00 0.02 (loc) 7-9 7-9 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9: 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 5=Mechanical, 9=0-5-8 Max Horz 9=155(LC 10) Max Uplift 5=-156(LC 7), 9=-46(LC 10) Max Grav 5=877(LC 2), 9=829(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-666/129, 2-3=-522/183, 3-4=-454/132, 4-5=-764/260, 1-9=-704/166 BOT CHORD 6-7=-132/454 WEBS 3-6=-463/254, 4-6=-229/788, 1-7=0/537 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 13-7-4, Exterior(2E) 13-7-4 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 5 and 46 lb uplift at joint 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) 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. 10) 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, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T37 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061110 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-px5Nw_aIjF40aFuBQ6vbbd16glCmuxxTLKCCkPyxRwQ 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=31, 2-4=31, 5-9=-12 Horz: 1-2=-43 Drag: 2-3=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=-35, 2-4=-35, 5-9=-20 Horz: 1-2=15 Drag: 2-3=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=28, 5-9=-12 Horz: 1-2=-12 Drag: 2-3=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=28, 5-9=-12 Horz: 1-2=-24 Drag: 2-3=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-4=8, 5-9=-20 Horz: 1-2=-0 Drag: 2-3=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=8, 5-9=-20 Horz: 1-2=-13 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=8, 2-4=-9, 5-9=-20 Horz: 1-2=-28 Drag: 2-3=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=-9, 2-4=-9, 5-9=-20 Horz: 1-2=-11 Drag: 2-3=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 9-10=-40, 6-10=-60, 6-11=-40, 5-11=-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=-50, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-0 Drag: 2-3=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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T37 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061110 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:15 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-px5Nw_aIjF40aFuBQ6vbbd16glCmuxxTLKCCkPyxRwQ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-40, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-10 Drag: 2-3=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=-29, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-21 Drag: 2-3=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=-42, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-8 Drag: 2-3=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-9=-12 Horz: 1-2=16 Drag: 2-3=-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, 2-4=4, 5-9=-12 Horz: 1-2=-16 Drag: 2-3=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: 1-2=-50, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-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: 1-2=-20, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T38 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061111 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-H8fl7KbwUYCtBPTN_pQq8qaJZ8YOdSmcZ_ylGsyxRwP Scale = 1:43.6 1 23 4 9 8 7 6 5 10 11 4x6 4x6 2x4 2x4 3x6 3x8 3x4 3x6 3x6 6-1-8 6-1-8 12-7-4 6-5-12 19-3-8 6-8-4 6-1-8 6-1-8 12-7-4 6-5-12 19-3-8 6-8-4 4-4-147-3-157-5-107-3-156.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.50 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.01 0.02 (loc) 5-6 5-6 5 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9: 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-8 REACTIONS. (size) 5=Mechanical, 9=0-5-8 Max Horz 9=116(LC 10) Max Uplift 5=-157(LC 7), 9=-53(LC 7) Max Grav 5=877(LC 2), 9=832(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-636/139, 2-3=-517/176, 3-4=-584/156, 4-5=-750/246, 1-9=-745/171 BOT CHORD 6-8=-156/584 WEBS 3-6=-401/253, 4-6=-225/843, 1-8=-48/603 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 13-10-10, Exterior(2E) 13-10-10 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 5 and 53 lb uplift at joint 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) 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. 10) 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, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T38 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061111 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:16 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-H8fl7KbwUYCtBPTN_pQq8qaJZ8YOdSmcZ_ylGsyxRwP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=31, 2-4=31, 5-9=-12 Horz: 1-2=-43 Drag: 2-3=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=-35, 2-4=-35, 5-9=-20 Horz: 1-2=15 Drag: 2-3=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=28, 5-9=-12 Horz: 1-2=-12 Drag: 2-3=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=28, 5-9=-12 Horz: 1-2=-24 Drag: 2-3=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-4=8, 5-9=-20 Horz: 1-2=-0 Drag: 2-3=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=8, 5-9=-20 Horz: 1-2=-13 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=28, 2-4=11, 5-9=-12 Horz: 1-2=-40 Drag: 2-3=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=11, 2-4=11, 5-9=-12 Horz: 1-2=-23 Drag: 2-3=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=8, 2-4=-9, 5-9=-20 Horz: 1-2=-28 Drag: 2-3=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=-9, 2-4=-9, 5-9=-20 Horz: 1-2=-11 Drag: 2-3=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 9-10=-40, 6-10=-60, 6-11=-40, 5-11=-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=-50, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-0 Drag: 2-3=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=-40, 2-4=-29, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-10 Drag: 2-3=0 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T38 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061111 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:16 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-H8fl7KbwUYCtBPTN_pQq8qaJZ8YOdSmcZ_ylGsyxRwP LOAD CASE(S) Standard Except: 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=-29, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-21 Drag: 2-3=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=-42, 2-4=-42, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 Horz: 1-2=-8 Drag: 2-3=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 5-9=-12 Horz: 1-2=16 Drag: 2-3=-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, 2-4=4, 5-9=-12 Horz: 1-2=-16 Drag: 2-3=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: 1-2=-50, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-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: 1-2=-20, 2-4=-50, 9-10=-35, 6-10=-50, 6-11=-35, 5-11=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T39 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061112 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lKD7LgbYFsKkpZ2aXXx3h27RiYuvMwUmoehJpIyxRwO Scale = 1:42.0 1 2 3 4 5 10 9 8 7 6 6x6 4x8 7x16 MT18HS 4x6 3x6 3x4 3x8 5x6 3x6 8-0-0 8-0-0 14-0-0 6-0-0 21-3-8 7-3-8 -2-10-8 2-10-8 8-0-0 8-0-0 14-0-0 6-0-0 21-3-8 7-3-8 1-4-145-3-35-4-141-9-25-3-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-0,0-1-15], [5:Edge,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 0.82 0.48 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.01 0.11 (loc) 9-10 9-10 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 90 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. REACTIONS. (size) 10=0-3-8, 6=0-3-8 Max Horz 10=114(LC 10) Max Uplift 10=-247(LC 7), 6=-225(LC 6) Max Grav 10=1034(LC 1), 6=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/578, 3-4=-811/553, 4-5=-997/558, 2-10=-960/584, 5-6=-759/411 BOT CHORD 7-9=-422/833 WEBS 2-9=-260/695, 5-7=-330/694 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 15-10-2, Exterior(2E) 15-10-2 to 21-1-12 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 10 and 225 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T40 Truss Type Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061113 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lKD7LgbYFsKkpZ2aXXx3h27UvYq1MqwmoehJpIyxRwO Scale = 1:45.0 1 2 3 4 5 6 7 12 11 10 9 8 5x6 4x6 5x8 3x4 4x6 3x8 MT18HS 5x12 3x4 3x6 5x6 4x8 10-0-0 10-0-0 12-0-0 2-0-0 21-3-8 9-3-8 -2-10-8 2-10-8 5-1-4 5-1-4 10-0-0 4-10-12 12-0-0 2-0-0 16-6-8 4-6-8 21-3-8 4-9-0 1-4-146-3-36-4-141-9-26-3-36.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [5:0-4-0,0-1-15], [11:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.73 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.44 0.02 0.23 (loc) 11-12 11-12 8 11-12 l/defl >999 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 99 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=133(LC 10) Max Uplift 12=-204(LC 7), 8=-178(LC 6) Max Grav 12=1034(LC 1), 8=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/607, 3-4=-903/565, 4-5=-735/536, 5-6=-877/556, 2-12=-943/570 BOT CHORD 9-11=-345/724, 8-9=-405/774 WEBS 3-11=-263/194, 2-11=-331/846, 6-8=-903/450 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 15-10-2, Exterior(2E) 15-10-2 to 21-1-12 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 12 and 178 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T41 Truss Type Common Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061114 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DWnVY0cB0ASbRjdm5ETIDFffXyCl5HPv1IRsLkyxRwN Scale = 1:44.5 1 2 3 4 5 6 10 9 8 7 11 12 13 5x6 4x6 3x4 4x6 3x8 6x16 3x6 6x6 4x8 11-0-0 11-0-0 21-3-8 10-3-8 -2-10-8 2-10-8 5-7-4 5-7-4 11-0-0 5-4-12 16-4-12 5-4-12 21-3-8 4-10-12 1-4-146-10-141-9-26.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-3-0], [8:0-6-0,0-3-0] 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 0.62 0.64 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.50 0.01 0.26 (loc) 8-10 8-10 7 8-10 l/defl >999 >504 n/a >971 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud, 2-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=142(LC 10) Max Uplift 10=-181(LC 7), 7=-154(LC 6) Max Grav 10=1034(LC 1), 7=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1161/635, 3-4=-871/577, 4-5=-851/564, 2-10=-942/576 BOT CHORD 7-8=-427/782 WEBS 3-8=-325/224, 4-8=-332/471, 2-8=-363/865, 5-7=-909/479 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) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 5-8-6, Exterior(2R) 5-8-6 to 15-10-2, Exterior(2E) 15-10-2 to 21-1-12 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 181 lb uplift at joint 10 and 154 lb uplift at joint 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T42 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061115 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hjLumMdpnTaS2sCyfx_XmTCoeMS?qjN3GyAQtAyxRwM Scale = 1:38.4 1 2 3 4 567 14 13 12 11 10 9 8 4x6 3x4 3x4 2x4 6x8 3x4 2x4 3x8 3x6 5x12 5x12 10x10 5x6 1-11-9 1-11-9 3-6-0 1-6-7 10-0-0 6-6-0 16-1-8 6-1-8 17-3-8 1-2-0 -1-2-8 1-2-8 1-11-9 1-11-9 3-6-0 1-6-7 10-0-0 6-6-0 16-1-8 6-1-8 17-3-8 1-2-0 0-4-145-3-35-4-145-3-31-0-06.00 12 Plate Offsets (X,Y)-- [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.96 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.19 0.19 (loc) 11-12 11-12 8 11-12 l/defl >999 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-13,6-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7-7 oc bracing: 11-12 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 4-11 REACTIONS. (size) 8=Mechanical, 2=0-3-8 Max Horz 2=217(LC 10) Max Uplift 8=-109(LC 7), 2=-112(LC 10) Max Grav 8=678(LC 1), 2=766(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1128/181, 3-4=-2848/936, 4-5=-938/219, 5-6=-771/255, 7-8=-650/189 BOT CHORD 2-14=-335/931, 4-12=-252/894, 11-12=-1091/2730, 6-10=-724/325 WEBS 3-14=-677/272, 12-14=-344/1016, 3-12=-680/1609, 4-11=-1975/846, 6-11=-214/651, 7-10=-270/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 11-10-10, Exterior(2E) 11-10-10 to 17-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 8 and 112 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T43 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061116 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9vvGzieRYniIg0n8DfVmIgl2GmsgZGTCUcwzPdyxRwL Scale = 1:45.1 1 2 3 4 5 678 15 14 13 12 11 10 9 16 17 4x6 3x6 3x4 3x4 2x4 10x10 3x4 2x4 3x6 3x6 3x8 3x8 5x8 1-11-9 1-11-9 3-6-0 1-6-7 12-0-0 8-6-0 16-1-8 4-1-8 17-3-8 1-2-0 -1-2-8 1-2-8 1-11-9 1-11-9 3-6-0 1-6-7 7-8-2 4-2-2 12-0-0 4-3-14 16-1-8 4-1-8 17-3-8 1-2-0 0-4-146-3-36-4-146-3-31-0-06.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-10], [11:0-4-8,0-4-4], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.67 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.40 0.10 0.11 (loc) 12-13 12-13 9 12-13 l/defl >999 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-14,7-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-8 oc bracing: 2-15 8-11-7 oc bracing: 12-13. REACTIONS. (size) 9=Mechanical, 2=0-3-8 Max Horz 2=257(LC 10) Max Uplift 9=-101(LC 10), 2=-111(LC 10) Max Grav 9=678(LC 1), 2=766(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/152, 3-4=-2298/643, 4-5=-2384/696, 5-6=-656/153, 6-7=-530/172, 8-9=-626/216 BOT CHORD 2-15=-357/946, 12-13=-418/998, 7-11=-660/257 WEBS 3-15=-643/268, 13-15=-367/1062, 3-13=-418/1073, 5-13=-419/1358, 5-12=-561/299, 7-12=-186/604, 8-11=-233/647 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-6-1, Exterior(2R) 4-6-1 to 12-0-0, Exterior(2E) 12-0-0 to 17-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 9 and 111 lb uplift at joint 2. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T44 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061117 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-6I00OOfh4Oy0wKwXK4XEO5qM_ZdR1BLVywP4UVyxRwJ Scale = 1:48.8 1 2 3 4 5 6 789 17 16 15 14 13 12 11 10 18 19 3x6 4x6 3x4 3x4 3x4 2x4 3x6 3x4 2x4 3x6 3x4 4x10 3x4 3x6 4x8 5x8 2-0-0 2-0-0 2-1-12 0-1-12 3-6-0 1-4-4 8-9-0 5-3-0 14-0-0 5-3-0 16-1-8 2-1-8 17-3-8 1-2-0 -1-2-8 1-2-8 2-1-12 2-1-12 3-6-0 1-4-4 8-9-0 5-3-0 14-0-0 5-3-0 16-1-8 2-1-8 17-3-8 1-2-0 0-4-147-3-37-4-147-3-31-0-06.00 12 Plate Offsets (X,Y)-- [12:0-4-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.33 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.05 0.04 (loc) 14-15 14-15 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-16,8-11: 2x3 SPF No.2 WEBS 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.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 10=Mechanical, 17=0-3-8 Max Horz 17=297(LC 10) Max Uplift 10=-128(LC 10), 17=-118(LC 10) Max Grav 10=576(LC 1), 17=871(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/347, 3-4=-723/395, 4-6=-785/109, 6-7=-363/62, 7-8=-258/96, 9-10=-534/196 BOT CHORD 2-17=-281/305, 14-15=-596/809, 13-14=-257/644, 8-12=-476/186 WEBS 3-17=-524/263, 15-17=-402/82, 3-15=-411/839, 4-14=-327/354, 6-13=-468/209, 8-13=-183/490, 9-12=-165/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-6-1, Exterior(2R) 6-6-1 to 14-0-0, Exterior(2E) 14-0-0 to 17-2-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 10 and 118 lb uplift at joint 17. 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss T45 Truss Type Common Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061118 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-2g8np3hxc0Ck9e4wSVZiTWvjpNKoVADoPEuBZOyxRwH Scale = 1:34.2 1 2 3 4 7 65 8 9 5x6 4x6 2x4 2x4 3x8 4x6 5-11-8 5-11-8 11-11-0 5-11-8 -2-10-8 2-10-8 5-11-8 5-11-8 11-11-0 5-11-8 2-6-05-5-122-6-06.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.28 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=Mechanical Max Horz 7=112(LC 7) Max Uplift 7=-123(LC 10), 5=-57(LC 11) Max Grav 7=670(LC 1), 5=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/198, 3-4=-377/187, 2-7=-619/399, 4-5=-392/211 WEBS 2-6=0/284 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) -2-10-8 to 2-5-2, Exterior(2R) 2-5-2 to 6-5-10, Exterior(2E) 6-5-10 to 11-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 7 and 57 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061119 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Wti90PiaNJKbnnf6?C5x?kSulnbhEYuxeudk5qyxRwG Scale = 1:50.8 1 2 345 6 711109812 13 14 15 16 17 5x6 5x6 3x8 4x6 3x6 2x4 3x6 3x8 3x8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 24-11-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 24-11-0 6-0-0 27-9-8 2-10-8 0-6-83-4-133-6-80-6-83-4-136.00 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 0.43 0.55 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.04 0.09 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=76(LC 12) Max Uplift 2=-528(LC 8), 6=-543(LC 9) Max Grav 2=2141(LC 1), 6=2188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3221/931, 3-4=-2809/858, 4-5=-2905/889, 5-6=-3327/965 BOT CHORD 2-11=-772/2752, 9-11=-1111/4060, 8-9=-1111/4060, 6-8=-773/2846 WEBS 3-11=-341/1202, 4-11=-1437/422, 4-9=-114/702, 4-8=-1330/388, 5-8=-357/1252 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528 lb uplift at joint 2 and 543 lb uplift at joint 6. 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) 181 lb down and 36 lb up at 27-9-8, and 181 lb down and 36 lb up at -2-10-8 on top chord, and 360 lb down and 224 lb up at 6-0-0, 160 lb down and 60 lb up at 8-0-12, 160 lb down and 60 lb up at 10-0-12, 160 lb down and 60 lb up at 12-0-12, 160 lb down and 60 lb up at 14-0-12, 160 lb down and 60 lb up at 16-0-12, and 160 lb down and 60 lb up at 18-0-12, and 360 lb down and 224 lb up at 18-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061119 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-Wti90PiaNJKbnnf6?C5x?kSulnbhEYuxeudk5qyxRwG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 1=-181(F) 7=-181(F) 11=-336(F) 8=-336(F) 12=-160 13=-160 14=-160 15=-160 16=-160 17=-160 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061120 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_3GXEliC7dSSOxEIZwcAYx_ySAyHzxC5tYNHdHyxRwF Scale = 1:56.0 1 2 3 45 6 78 14 13 12 11 10 915 16 5x6 6x6 4x8 2x4 4x6 3x12 5x6 5x6 4x6 3x8 3x8 2x4 3x6 3x8 6-0-0 6-0-0 12-11-8 6-11-8 19-11-0 6-11-8 25-3-0 5-4-0 29-3-8 4-0-8 -2-10-8 2-10-8 6-0-0 6-0-0 12-11-8 6-11-8 19-11-0 6-11-8 25-3-0 5-4-0 29-3-8 4-0-8 1-4-144-3-36-11-37-0-146-11-36.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-2-4], [10:0-3-8,0-1-8], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.47 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.04 0.14 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 335 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-12: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=Mechanical, 2=0-3-8 Max Horz 2=281(LC 29) Max Uplift 9=-346(LC 8), 2=-728(LC 8) Max Grav 9=1569(LC 1), 2=2547(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3591/1057, 4-5=-2974/953, 5-6=-2825/620, 6-7=-985/181 BOT CHORD 2-14=-1045/2913, 13-14=-1166/4056, 11-13=-1166/4056, 10-11=-721/2797, 9-10=-207/850 WEBS 4-14=-423/1628, 5-14=-1247/147, 5-13=-83/799, 5-11=-1420/507, 6-11=-144/706, 6-10=-2443/642, 7-10=-323/1553, 7-9=-1664/407 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 9 and 728 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061120 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_3GXEliC7dSSOxEIZwcAYx_ySAyHzxC5tYNHdHyxRwF NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 36 lb up at -2-10-8 on top chord, and 375 lb down and 315 lb up at 6-0-0, and 160 lb down and 73 lb up at 8-0-12, and 920 lb down and 226 lb up at 9-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 1=-181(F) 14=-350(F) 15=-160(F) 16=-920(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061121 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wROHfRkSfEjAeFOhhKeedM4Pz_d0RqgNKssOi9yxRwD Scale = 1:50.8 1 2 345 6 7 13 12 11 10 9 814 15 16 17 18 19 5x6 5x6 3x8 4x6 6x8 2x4 6x8 3x8 5x6 3x8 5x6 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 24-11-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 12-5-8 6-5-8 18-11-0 6-5-8 24-11-0 6-0-0 27-9-8 2-10-8 1-6-144-5-34-6-141-6-144-5-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.02 0.10 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 13=0-3-8, 8=0-3-8 Max Horz 13=99(LC 28) Max Uplift 13=-801(LC 8), 8=-829(LC 9) Max Grav 13=2254(LC 1), 8=2414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2629/1171, 3-4=-2274/1076, 4-5=-2524/1125, 5-6=-2904/1225, 2-13=-2206/834, 6-8=-2376/868 BOT CHORD 10-12=-1431/3386, 9-10=-1431/3386 WEBS 3-12=-445/929, 4-12=-1361/542, 4-10=-313/812, 4-9=-1064/483, 5-9=-469/1054, 2-12=-993/2350, 6-9=-1045/2593 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 13 and 829 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061121 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wROHfRkSfEjAeFOhhKeedM4Pz_d0RqgNKssOi9yxRwD NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 36 lb up at -2-10-8, and 206 lb down and 36 lb up at 27-9-8 on top chord, and 362 lb down and 352 lb up at 6-0-0, 162 lb down and 104 lb up at 8-0-12, 162 lb down and 104 lb up at 10-0-12, 208 lb down and 121 lb up at 12-0-12, 208 lb down and 121 lb up at 14-0-12, 208 lb down and 121 lb up at 16-0-12, 208 lb down and 121 lb up at 18-0-12, and 208 lb down and 121 lb up at 18-10-4, and 287 lb down and 205 lb up at 18-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 1=-181(F) 7=-181(F) 12=-336(F) 9=-479(F=-271) 14=-162(F) 15=-162(F) 16=-208 17=-208 18=-208 19=-208 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061122 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-tqV237miBszutZX3olg6in9idoO5vmEgn9LVm2yxRwB Scale = 1:63.2 1 2 3 4 5 6 78 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 5x6 4x6 6x10 6x10 2x4 4x6 4x8 2x4 3x8 4x10 4x8 8x8 4x6 4x6 3x4 8-5-7 8-5-7 16-11-5 8-5-15 24-11-0 7-11-11 25-11-0 1-0-0 29-1-0 3-2-0 32-3-0 3-2-0 33-7-8 1-4-8 -2-10-8 2-10-8 6-4-8 6-4-8 12-5-8 6-1-0 16-11-5 4-5-13 21-5-3 4-5-13 25-11-0 4-5-13 29-1-0 3-2-0 32-3-0 3-2-0 33-7-8 1-4-8 34-1-8 0-6-0 1-6-141-0-147-9-100-4-101-0-146.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [7:0-3-4,0-2-12], [8:0-4-0,0-2-0], [9:0-5-0,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.22 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.02 (loc) 17-19 17-19 15 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 373 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-19,4-17,2-19: 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 (10-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,17-19. REACTIONS. (size) 20=0-3-8, 15=0-3-8 Max Horz 20=-122(LC 8) Max Uplift 20=-184(LC 10), 15=-388(LC 11) Max Grav 20=1035(LC 2), 15=2381(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1134/187, 3-4=-995/220, 4-5=-616/165, 5-6=-614/91, 6-7=-1070/4136, 7-8=-1036/4041, 8-9=-145/443, 9-10=-151/441, 2-20=-917/326 BOT CHORD 17-19=-1/563, 15-17=-610/292, 14-15=-4294/1145, 13-14=-2017/589, 12-13=-2017/589, 10-12=-378/160 WEBS 3-19=-345/229, 4-19=-97/586, 5-17=-295/183, 6-17=-192/1131, 6-15=-4142/1019, 7-15=-141/755, 7-14=-323/1272, 8-14=-2067/502, 8-12=-412/1636, 9-12=-313/130, 2-19=-82/884 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 and C-C Exterior(2E) -2-10-8 to 2-5-2, Interior(1) 2-5-2 to 7-1-14, Exterior(2R) 7-1-14 to 17-9-2, Interior(1) 17-9-2 to 26-11-6, Exterior(2R) 26-11-6 to 32-3-0, Exterior(2E) 32-3-0 to 34-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 184 lb uplift at joint 20 and 388 lb uplift at joint 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061122 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-tqV237miBszutZX3olg6in9idoO5vmEgn9LVm2yxRwB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-9=-60, 9-11=-60, 15-20=-20, 10-15=-60(F=-40) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061123 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-L03QHSmKy95lVi6GMTBLF?ivkBfGe8fq0p42IUyxRwA Scale = 1:63.2 1 2 3 4 56 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 5x6 5x8 4x8 4x6 3x4 4x6 5x8 6x10 8x8 4x8 4x8 3x8 4x6 2x4 4x6 3x4 7-7-4 7-7-4 14-11-0 7-3-12 21-0-8 6-1-8 25-3-0 4-2-8 31-1-4 5-10-4 31-3-0 0-1-12 33-7-8 2-4-8 -2-10-8 2-10-8 5-4-8 5-4-8 10-5-8 5-1-0 14-11-0 4-5-8 20-1-0 5-2-0 21-0-8 0-11-8 25-3-0 4-2-8 31-1-4 5-10-4 33-7-8 2-6-4 34-1-8 0-6-0 1-6-144-5-36-9-100-4-104-5-36.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.03 0.14 (loc) 13-15 13-15 11 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 335 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 18=0-3-8, 11=0-3-8 Max Horz 18=-109(LC 6) Max Uplift 18=-376(LC 8), 11=-898(LC 9) Max Grav 18=1880(LC 2), 11=2831(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2541/543, 3-4=-2411/566, 4-5=-4303/1198, 5-6=-3859/1032, 6-7=-2838/1100, 7-8=-3294/1200, 8-9=-196/542, 2-18=-1795/413 BOT CHORD 15-17=-333/2028, 13-15=-1203/4375, 12-13=-1203/4375, 11-12=-434/185, 9-11=-434/185 WEBS 4-17=-121/318, 4-15=-957/3166, 5-15=-2194/674, 6-15=-727/591, 6-12=-2104/377, 7-12=-423/1202, 8-12=-1015/3235, 8-11=-2600/927, 2-17=-389/2042, 6-13=-294/1338 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, Except member 8-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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) 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 376 lb uplift at joint 18 and 898 lb uplift at joint 11. 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) 206 lb down and 36 lb up at 34-1-8 on top chord, and 1017 lb down and 231 lb up at 21-0-8, 195 lb down and 118 lb up at 22-6-4, and 151 lb down and 113 lb up at 23-10-4, and 287 lb down and 373 lb up at 25-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061123 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-L03QHSmKy95lVi6GMTBLF?ivkBfGe8fq0p42IUyxRwA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 9-18=-20 Concentrated Loads (lb) Vert: 10=-181(F) 12=-266(B) 13=-1017(B) 20=-195(B) 21=-151(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061124 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-pDdoUonzjTDb6shSwAjaoCE5yb4qNk6zFTqcrwyxRw9 Scale = 1:30.4 1 2 3 4 5 9 87 6 10 6x6 4x6 2x4 2x4 4x6 4x8 5x6 3x6 6-0-0 6-0-0 8-11-0 2-11-0 14-8-0 5-9-0 -2-10-8 2-10-8 6-0-0 6-0-0 8-11-0 2-11-0 14-8-0 5-9-0 1-6-144-5-34-6-141-8-64-5-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.14 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=Mechanical Max Horz 9=116(LC 28) Max Uplift 9=-548(LC 8), 6=-443(LC 9) Max Grav 9=1389(LC 1), 6=936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1175/624, 3-4=-982/602, 4-5=-1175/632, 2-9=-1333/575, 5-6=-877/466 BOT CHORD 7-8=-533/927 WEBS 3-8=-223/304, 4-7=-284/355, 2-8=-515/1080, 5-7=-526/911 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift at joint 9 and 443 lb uplift at joint 6. 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) 206 lb down and 36 lb up at -2-10-8 on top chord, and 362 lb down and 352 lb up at 6-0-0, and 162 lb down and 104 lb up at 8-0-12, and 354 lb down and 349 lb up at 8-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061124 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-pDdoUonzjTDb6shSwAjaoCE5yb4qNk6zFTqcrwyxRw9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 1=-181(F) 8=-336(B) 7=-315(B) 10=-162(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061125 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lblZvUpDF4TJMArr1bl2tdKPAPmjrWhGinJivpyxRw7 Scale = 1:28.7 12 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x6 2x4 5x8 5x6 2x4 8x10 4x6 4x6 2x4 4x6 4x8 2-9-14 2-9-14 5-4-4 2-6-6 7-8-4 2-4-0 7-10-0 0-1-12 12-6-0 4-8-0 2-8-2 2-8-2 5-4-4 2-8-2 7-8-4 2-4-0 12-0-0 4-3-12 12-6-0 0-6-0 1-3-04-6-146.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-8], [5:0-3-0,0-2-0] 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 0.51 0.17 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) 10 10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-11. REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=121(LC 8) Max Uplift 11=-143(LC 4), 8=-1289(LC 8) Max Grav 11=480(LC 1), 8=4596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/240, 3-4=-1141/3015 BOT CHORD 10-11=-279/558, 9-10=-1409/695, 8-9=-1572/742, 7-8=-2658/899 WEBS 2-11=-495/221, 3-10=-772/2069, 3-9=-343/993, 3-8=-1159/435, 4-8=-2819/1026, 4-7=-994/2935 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 11 and 1289 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 366 lb down and 93 lb up at 1-8-12 on top chord, and 206 lb down and 36 lb up at 3-0-12, 916 lb down and 479 lb up at 3-9-8, 536 lb down and 90 lb up at 5-8-12, 536 lb down and 90 lb up at 7-8-12, 536 lb down and 90 lb up at 9-8-12, and 538 lb down and 88 lb up at 11-8-12, and 496 lb down and 309 lb up at 12-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061125 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:34 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-lblZvUpDF4TJMArr1bl2tdKPAPmjrWhGinJivpyxRw7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 7=-496(B) 8=-536(F) 12=-366(B) 13=-181(B) 14=-916(F) 15=-536(F) 16=-536(F) 17=-538(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061126 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DoJx7qpr0ObAzKQ1bJGHPrshRp8wa98PxR2GRFyxRw6 Scale = 1:16.3 1 2 3 4 5 6 879 3x6 3x4 5x6 4x6 3x12 2x4 3x4 2-0-0 2-0-0 4-7-0 2-7-0 6-7-0 2-0-0 2-0-0 2-0-0 4-7-0 2-7-0 6-7-0 2-0-0 8-5-8 1-10-8 0-10-141-9-31-10-140-10-141-9-36.00 12 Plate Offsets (X,Y)-- [5:0-0-6,0-0-12], [5:0-0-12,0-6-3], [5:0-5-8,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 0.10 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 8 8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-2 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 6-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 5=0-3-8 Max Horz 1=-42(LC 9) Max Uplift 1=-151(LC 8), 5=-215(LC 9) Max Grav 1=169(LC 45), 5=353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second 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 right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 1 and 215 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 7 lb up at 8-5-8 on top chord, and 49 lb down and 164 lb up at 2-0-0, and 1 lb down and 79 lb up at 3-6-12, and 49 lb down and 164 lb up at 4-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061126 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-DoJx7qpr0ObAzKQ1bJGHPrshRp8wa98PxR2GRFyxRw6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 1-5=-20 Concentrated Loads (lb) Vert: 6=-37(F) 8=74 7=74 9=38 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061127 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-h_tJKAqTnij1bU?D90nWy2PnmCJhJSUZA5op_hyxRw5 Scale = 1:38.6 1 2345 9 87 6 10 11 12 13 14 15 16 17 18 4x6 2x4 3x6 2x4 4x6 4x6 3x6 6x6 3x6 9-7-12 9-7-12 19-3-8 9-7-12 6-6-5 6-6-5 12-9-3 6-2-13 19-3-8 6-6-5 6-3-3Plate Offsets (X,Y)-- [7:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.72 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.26 0.01 (loc) 7-9 7-9 6 l/defl >999 >861 n/a L/d 240 240 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-8: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-9,3-6: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-5-8, 6=Mechanical Max Horz 9=-220(LC 4) Max Uplift 9=-903(LC 4), 6=-900(LC 5) Max Grav 9=2366(LC 1), 6=2358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2344/864 BOT CHORD 7-9=-764/1730, 6-7=-734/1729 WEBS 2-9=-2296/910, 2-7=-480/1311, 3-7=-481/1315, 3-6=-2304/913 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) Wind: ASCE 7-16; Vult=115mph (3-second 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 903 lb uplift at joint 9 and 900 lb uplift at joint 6. 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) 342 lb down and 161 lb up at 1-6-12, 342 lb down and 161 lb up at 3-6-12, 360 lb down and 169 lb up at 5-6-12, 360 lb down and 169 lb up at 7-6-12, 360 lb down and 169 lb up at 9-6-12, 360 lb down and 169 lb up at 11-6-12, 360 lb down and 169 lb up at 13-6-12, and 360 lb down and 169 lb up at 15-6-12, and 360 lb down and 169 lb up at 17-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061127 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:36 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-h_tJKAqTnij1bU?D90nWy2PnmCJhJSUZA5op_hyxRw5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-360(B) 7=-360(B) 10=-342(B) 11=-342(B) 13=-360(B) 14=-360(B) 15=-360(B) 17=-360(B) 18=-360(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061128 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9AQhXWr5Y?ruDdaQijIlUGyxqcd22wpiPlXNW8yxRw4 Scale = 1:40.9 1 2 3 45 10 9876 11 12 13 14 15 16 4x6 5x8 4x6 4x6 3x8 2x4 5x8 10x10 3x8 4x10 4-0-0 4-0-0 9-0-0 5-0-0 14-0-0 5-0-0 15-3-8 1-3-8 4-0-0 4-0-0 9-0-0 5-0-0 14-0-0 5-0-0 15-3-8 1-3-8 1-4-146-4-146.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-5-0], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.84 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.02 0.08 (loc) 8-9 8-9 6 8-9 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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* 1-9: 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 (5-6-5 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 6=Mechanical Max Horz 10=199(LC 8) Max Uplift 10=-122(LC 8), 6=-197(LC 8) Max Grav 10=1867(LC 1), 6=1853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1425/116, 1-2=-4927/259, 2-3=-2573/123, 3-4=-414/0, 4-5=-298/30, 5-6=-1748/154 BOT CHORD 9-10=-227/331, 8-9=-475/5035, 7-8=-254/2273 WEBS 1-9=-241/4770, 2-9=-763/119, 2-8=-2818/226, 3-8=-43/1956, 3-7=-2392/269, 5-7=-173/1739 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 10 and 197 lb uplift at joint 6. 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) 360 lb down and 22 lb up at 1-6-12, 360 lb down and 22 lb up at 3-6-12, 360 lb down and 22 lb up at 5-6-12, 360 lb down and 22 lb up at 7-6-12, 360 lb down and 22 lb up at 9-6-12, and 360 lb down and 22 lb up at 11-6-12, and 360 lb down and 22 lb up at 13-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061128 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:37 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-9AQhXWr5Y?ruDdaQijIlUGyxqcd22wpiPlXNW8yxRw4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-360(F) 11=-360(F) 12=-360(F) 13=-360(F) 14=-360(F) 15=-360(F) 16=-360(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061129 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-eN_3lsskJJzlqn9cGRp_1TU4c005nOCsdPHw2ayxRw3 Scale = 1:41.1 1 2 3 4 56 7 11 10 9 8 12 13 14 15 5x6 4x6 3x12 5x6 5x6 4x8 3x6 3x6 2x4 3x12 3x6 6-0-0 6-0-0 16-0-0 10-0-0 21-3-8 5-3-8 -2-10-8 2-10-8 6-0-0 6-0-0 11-1-12 5-1-12 16-0-0 4-10-4 21-3-8 5-3-8 1-4-144-3-34-4-141-9-24-3-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.59 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.23 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-6-9 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=118(LC 29) Max Uplift 2=-747(LC 5), 8=-669(LC 4) Max Grav 2=1873(LC 1), 8=1515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2400/1069, 4-5=-1925/937, 5-6=-1836/877, 6-7=-2136/971, 7-8=-1583/685 BOT CHORD 2-11=-890/1885, 9-11=-983/2128 WEBS 4-11=-539/1077, 5-11=-305/190, 5-9=-425/211, 6-9=-371/708, 7-9=-856/1873 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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 747 lb uplift at joint 2 and 669 lb uplift at joint 8. 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) 181 lb down and 79 lb up at -2-10-8 on top chord, and 378 lb down and 364 lb up at 6-0-0, 163 lb down and 73 lb up at 8-0-12, 163 lb down and 73 lb up at 10-0-12, 163 lb down and 73 lb up at 12-0-12, and 163 lb down and 73 lb up at 14-0-12, and 378 lb down and 364 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061129 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-eN_3lsskJJzlqn9cGRp_1TU4c005nOCsdPHw2ayxRw3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 2-8=-20 Concentrated Loads (lb) Vert: 1=-181(F) 11=-350(F) 9=-350(F) 12=-160 13=-160 14=-160 15=-160 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG12 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061130 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-al6qAXt_qwDT45I_OssS6uaRYqi4FG095jm17TyxRw1 Scale = 1:35.3 1 2 3 4 5 67 14 13 12 11 10 9 8 15 16 17 4x6 4x6 3x6 3x8 3x8 2x4 8x8 2x4 4x8 8x10 5x6 5x6 5x12 2-1-9 2-1-9 3-6-0 1-4-7 8-0-0 4-6-0 16-1-8 8-1-8 17-3-8 1-2-0 -1-2-8 1-2-8 2-1-9 2-1-9 3-6-0 1-4-7 8-0-0 4-6-0 16-1-8 8-1-8 17-3-8 1-2-0 0-4-144-3-34-4-144-3-31-0-06.00 12 Plate Offsets (X,Y)-- [10:0-8-0,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.63 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.08 0.10 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-13: 2x4 SPF No.2, 6-9: 2x4 SPF-S Stud 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10,8-9. REACTIONS. (size) 8=Mechanical, 2=0-3-8 Max Horz 2=177(LC 29) Max Uplift 8=-484(LC 5), 2=-409(LC 8) Max Grav 8=1402(LC 1), 2=1403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1525/479, 3-4=-3598/1337, 4-5=-2528/933, 5-6=-2211/848, 6-7=-624/226, 7-8=-1444/479 BOT CHORD 2-14=-541/1281, 13-14=-551/1306, 12-13=-387/964, 4-12=-221/598, 11-12=-1425/3451, 10-11=-279/791, 6-10=-1097/495 WEBS 3-14=-606/239, 4-11=-1221/581, 5-11=-291/716, 6-11=-674/1520, 7-10=-655/1807, 3-13=-839/367, 3-12=-1012/2504 NOTES- 1) n/a 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second 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 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 lb uplift at joint 8 and 409 lb uplift at joint 2. 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. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG12 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061130 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-al6qAXt_qwDT45I_OssS6uaRYqi4FG095jm17TyxRw1 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 42 lb up at -1-2-8 on top chord, and 450 lb down and 371 lb up at 8-0-0, 176 lb down and 77 lb up at 10-0-12, 176 lb down and 77 lb up at 12-0-12, and 176 lb down and 77 lb up at 14-0-12, and 176 lb down and 77 lb up at 16-3-4 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: 1-5=-60, 5-7=-60, 2-13=-20, 10-12=-20, 8-9=-20 Concentrated Loads (lb) Vert: 1=-209(F) 11=-450(B) 10=-176 15=-176 16=-176 17=-176 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG13 Truss Type Common Girder Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061131 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-al6qAXt_qwDT45I_OssS6uaMcqq6FQi95jm17TyxRw1 Scale = 1:26.8 1 2 3 4 5 2x4 2x4 3x12 5x6 5x6 6-0-0 6-0-0 -2-10-8 2-10-8 6-0-0 6-0-0 1-4-144-4-146.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 2-5 2-5 5 2-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-4-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=171(LC 8) Max Uplift 5=-63(LC 8), 2=-130(LC 8) Max Grav 5=103(LC 1), 2=719(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 5 and 130 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 44 lb up at -2-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-181(F) July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG14 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061132 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-W8EabDvEMYTBJPSNVHuwBJfsddVijHpRY1F8BLyxRw? Scale = 1:20.2 1 2 3 4 8 7 6 5 9 1011121314 15 4x8 4x6 2x4 2x4 3x4 3x4 3x8 3x4 2-9-0 2-9-0 7-7-8 4-10-8 10-4-8 2-9-0 2-9-0 2-9-0 7-7-8 4-10-8 10-4-8 2-9-0 1-6-142-11-61-6-142-11-66.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0] 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 0.16 0.17 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=0-3-8 Max Horz 8=63(LC 5) Max Uplift 8=-132(LC 8), 5=-133(LC 9) Max Grav 8=914(LC 1), 5=839(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-829/208, 2-3=-760/179, 3-4=-870/186, 1-8=-734/167, 4-5=-770/149 BOT CHORD 6-7=-205/721 WEBS 2-7=-179/257, 3-6=-167/268, 1-7=-188/752, 4-6=-170/792 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 8 and 133 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down at 0-6-4, 208 lb down at 2-6-4, 88 lb down and 339 lb up at 2-9-0, 39 lb down and 39 lb up at 3-6-12, 208 lb down at 4-6-4, 39 lb down and 39 lb up at 5-6-12, 208 lb down at 6-6-4, 208 lb down at 7-3-12, and 88 lb down and 339 lb up at 7-6-12, and 125 lb down at 9-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG14 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061132 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-W8EabDvEMYTBJPSNVHuwBJfsddVijHpRY1F8BLyxRw? 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, 5-8=-20 Concentrated Loads (lb) Vert: 6=-95(F=114, B=-208) 9=-215(B) 10=-95(F=114, B=-208) 12=-208(B) 14=-208(B) 15=-125(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG15 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061133 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_KoyoZws7rc2xY1Z3_P9kXC_G1toSmLbnh_hknyxRw_ Scale = 1:28.6 1 2 3 4 5 9 87 6 10 6x6 4x6 2x4 2x4 3x4 4x6 3x8 3x4 4-0-0 4-0-0 7-11-0 3-11-0 11-11-0 4-0-0 -2-10-8 2-10-8 4-0-0 4-0-0 7-11-0 3-11-0 11-11-0 4-0-0 2-6-04-4-54-6-02-6-04-4-56.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.05 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 6=0-3-8 Max Horz 9=134(LC 5) Max Uplift 9=-588(LC 8), 6=-480(LC 9) Max Grav 9=811(LC 1), 6=400(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/509, 3-4=-282/465, 4-5=-352/498, 2-9=-791/607, 5-6=-371/496 BOT CHORD 7-8=-468/237 WEBS 4-7=-293/139, 2-8=-464/350, 5-7=-501/314 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint 9 and 480 lb uplift at joint 6. 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) 156 lb down and 27 lb up at -2-10-8 on top chord, and 105 lb down and 414 lb up at 4-0-0, and 71 lb down and 96 lb up at 6-0-12, and 105 lb down and 414 lb up at 7-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss TG15 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 290 Westvale Job Reference (optional) I42061133 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-_KoyoZws7rc2xY1Z3_P9kXC_G1toSmLbnh_hknyxRw_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 1=-137(F) 8=60(F) 7=60(F) 10=-57(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061134 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SWLK?vwUu9kvYicmdhwOHkkAXRAJBDVk0LkEFEyxRvz Scale = 1:28.3 1 2 3 542x4 2x4 2x4 2x4 2x4 9-1-0 9-1-0 0-0-44-6-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.16 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: 26 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. REACTIONS. (size) 1=9-0-8, 4=9-0-8, 5=9-0-8 Max Horz 1=167(LC 10) Max Uplift 4=-37(LC 10), 5=-134(LC 10) Max Grav 1=141(LC 1), 4=113(LC 1), 5=414(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-304/308 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 37 lb uplift at joint 4 and 134 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061135 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-SWLK?vwUu9kvYicmdhwOHkk9JR9bBDek0LkEFEyxRvz Scale = 1:22.0 1 2 3 54 2x4 2x4 2x4 2x4 2x4 7-1-0 7-1-0 0-0-43-6-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.20 0.07 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: 17 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-0-8, 4=7-0-8, 5=7-0-8 Max Horz 1=127(LC 10) Max Uplift 4=-43(LC 10), 5=-103(LC 10) Max Grav 1=66(LC 19), 4=131(LC 1), 5=318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-239/273 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 43 lb uplift at joint 4 and 103 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061136 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wjvjDFx7fTslAsByAPSdpyHFRqSPwhxuE?TongyxRvy Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 5-1-0 5-1-0 0-0-42-6-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-0-8, 3=5-0-8 Max Horz 1=87(LC 10) Max Uplift 1=-13(LC 10), 3=-56(LC 10) Max Grav 1=174(LC 1), 3=174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061137 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-wjvjDFx7fTslAsByAPSdpyHNWqXGwhxuE?TongyxRvy Scale = 1:10.5 1 2 3 2x4 2x4 2x4 3-1-0 3-1-0 0-0-41-6-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-0-8, 3=3-0-8 Max Horz 1=47(LC 10) Max Uplift 1=-7(LC 10), 3=-31(LC 10) Max Grav 1=94(LC 1), 3=94(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 31 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061138 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-PvT5QbylQm_co0m8k6zsM9pWSEsQf8B1TfDLJ6yxRvx Scale = 1:12.5 1 2 3 2x4 2x4 2x4 3-7-10 3-7-10 0-0-41-11-36.39 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 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-7-2, 3=3-7-2 Max Horz 1=63(LC 10) Max Uplift 1=-7(LC 10), 3=-40(LC 10) Max Grav 1=117(LC 1), 3=117(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 7 lb uplift at joint 1 and 40 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061139 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-PvT5QbylQm_co0m8k6zsM9padEuwf8B1TfDLJ6yxRvx Scale = 1:7.4 1 2 3 2x4 5x6 1-9-1 1-9-1 0-0-40-11-36.39 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-11], [2:Edge,0-1-15], [3:0-1-4,0-0-0] 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-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-8-9, 3=1-8-9 Max Horz 1=23(LC 10) Max Uplift 1=-2(LC 10), 3=-14(LC 10) Max Grav 1=42(LC 1), 3=42(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 2 lb uplift at joint 1 and 14 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061140 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-t51TexzNB46TPALLIqU5uNMikeBqOaLAiJyusZyxRvw Scale = 1:25.0 1 2 3 542x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 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 0.20 0.23 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=145(LC 10) Max Uplift 4=-41(LC 10), 5=-116(LC 10) Max Grav 1=100(LC 1), 4=125(LC 1), 5=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/286 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 41 lb uplift at joint 4 and 116 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061141 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-pU9D3c_djhMBfTUjPFWZ_oRz2SnysUwT9dR?wRyxRvu Scale = 1:18.5 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 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 0.53 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 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=5-11-8, 3=5-11-8 Max Horz 1=105(LC 10) Max Uplift 1=-16(LC 10), 3=-68(LC 10) Max Grav 1=211(LC 1), 3=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 68 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061142 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-HgjcGy?FU?U2Hd3vzy1oW?_BFrDdbxAdOHBZStyxRvt Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=65(LC 10) Max Uplift 1=-10(LC 10), 3=-42(LC 10) Max Grav 1=131(LC 1), 3=131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 42 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061143 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-HgjcGy?FU?U2Hd3vzy1oW?_CKrEHbxAdOHBZStyxRvt Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-8-8 3-8-8 0-0-41-10-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-0, 3=3-8-0 Max Horz 1=60(LC 10) Max Uplift 1=-9(LC 10), 3=-39(LC 10) Max Grav 1=119(LC 1), 3=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 39 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061144 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ltH_TI0tFJcvune6XgY13DXQjFbiKOQmdxw6?KyxRvs Scale = 1:8.5 1 2 3 2x4 2x4 2x4 2-3-8 2-3-8 0-0-41-1-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-3-0, 3=2-3-0 Max Horz 1=31(LC 10) Max Uplift 1=-5(LC 10), 3=-20(LC 10) Max Grav 1=62(LC 1), 3=62(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 20 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V13 Truss Type Valley Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061145 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ltH_TI0tFJcvune6XgY13DXLrFYmKOQmdxw6?KyxRvs Scale = 1:12.9 1 2 3 2x4 2x4 2x4 4-0-8 4-0-8 0-0-42-0-46.00 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 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=66(LC 10) Max Uplift 1=-10(LC 10), 3=-43(LC 10) Max Grav 1=132(LC 1), 3=132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 43 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V14 Truss Type Valley Qty 2 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061146 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-D3qMhe1W0ckmWxDI5N4GbQ3cpfx93rgwragfXmyxRvr Scale = 1:7.9 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-41-0-46.00 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 3=2-0-0 Max Horz 1=26(LC 10) Max Uplift 1=-4(LC 10), 3=-17(LC 10) Max Grav 1=52(LC 1), 3=52(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 17 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061147 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-D3qMhe1W0ckmWxDI5N4GbQ3azfw23rgwragfXmyxRvr Scale = 1:10.3 1 2 3 2x4 2x4 2x4 3-0-0 3-0-0 0-0-41-6-06.00 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 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-11-8, 3=2-11-8 Max Horz 1=46(LC 10) Max Uplift 1=-7(LC 10), 3=-29(LC 10) Max Grav 1=91(LC 1), 3=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 29 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061148 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hFOku_18nwsd85oUe4bV8ecfz3CpoIw34EPD3CyxRvq Scale = 1:14.2 1 2 3 2x4 2x4 2x4 4-7-0 4-7-0 0-0-42-3-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-6-8, 3=4-6-8 Max Horz 1=77(LC 10) Max Uplift 1=-11(LC 10), 3=-50(LC 10) Max Grav 1=154(LC 1), 3=154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 50 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061149 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-hFOku_18nwsd85oUe4bV8ecmf3GroIw34EPD3CyxRvq Scale = 1:9.3 1 2 3 2x4 2x4 2x4 2-7-0 2-7-0 0-0-41-3-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 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 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-8, 3=2-6-8 Max Horz 1=37(LC 10) Max Uplift 1=-5(LC 10), 3=-24(LC 10) Max Grav 1=74(LC 1), 3=74(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 24 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. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061150 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-ASy66K2mXE_UlFNhCo6khr9xPTdCXluCJu9mbfyxRvp Scale = 1:12.3 1 2 3 4 65 2x4 4x6 4x6 2x4 2x4 2x4 0-0-8 0-0-8 2-9-8 2-9-0 3-8-0 0-10-8 6-5-9 2-9-8 2-9-8 2-9-8 3-8-0 0-10-8 6-5-9 2-9-8 0-0-41-3-11-4-120-0-41-3-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.06 0.02 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-9. (lb) - Max Horz 1=18(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 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) 0-7-9 to 2-9-8, Exterior(2R) 2-9-8 to 3-8-0, Exterior(2E) 3-8-0 to 5-10-0 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) 1, 4, 6, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001930 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 290 Westvale Job Reference (optional) I42061151 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 16 15:43:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CuEMEOINj5FYGd48EX9pybyxmnx-eeWVJg3OIX6LNOytmVdzD3h35syiGC0MXYuK85yxRvo Scale = 1:11.0 1 23 54 2x4 4x6 2x4 2x4 2x4 4-0-8 4-0-8 3-3-8 3-3-8 4-0-8 0-9-0 0-0-41-7-121-3-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 4=4-0-0, 5=4-0-0 Max Horz 1=46(LC 10) Max Uplift 1=-15(LC 10), 4=-25(LC 3), 5=-12(LC 10) Max Grav 1=101(LC 1), 4=3(LC 1), 5=160(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 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, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 16,2020 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