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HomeMy WebLinkAboutTruss Letter Stamped Roof Trusses 11-23-2016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). November 20,2020 Liu, Xuegang Pages or sheets covered by this seal: I43716500 thru I43716566 My license renewal date for the state of Indiana is July 31, 2022. B20003443 McKeznie 16 Hamlet IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716500 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-zJSv83IY9fAaR_AShYaiYFqduEPiCv9m9r4pvuyHKeL Scale = 1:30.3 1 2 3 5 4 6 7 8 9 3x4 7x16 MT18HS 3x6 4x6 8-4-5 8-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-45-1-124-10-30-3-85-1-124.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.33 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 49 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=148(LC 5) Max Uplift 5=-144(LC 4), 4=-129(LC 5) Max Grav 5=589(LC 1), 4=428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-498/115, 3-4=-308/85 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=144, 4=129. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 17 lb up at 2-9-8, 52 lb down and 17 lb up at 2-9-8, and 32 lb down and 52 lb up at 5-7-7, and 32 lb down and 52 lb up at 5-7-7 on top chord, and 19 lb down and 43 lb up at 2-9-8, 19 lb down and 43 lb up at 2-9-8, and 29 lb down and 32 lb up at 5-7-7, and 29 lb down and 32 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 7=-42(F=-21, B=-21) 9=-20(F=-10, B=-10) November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716501 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-RW0HLPJAwzJR28keEF6x4TNnkelzxM5wOVpNRKyHKeK Scale = 1:18.3 1 2 3 4 5 6 7 8 5x6 3x8 3x8 8-4-5 8-4-5 -1-2-14 1-2-14 8-4-5 8-4-5 0-9-02-8-102-5-20-3-82-8-102.83 12 Plate Offsets (X,Y)-- [4:0-4-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 0.02 (loc) 2-4 2-4 4 2-4 l/defl >999 >871 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-9, 4=0-1-8 Max Horz 2=64(LC 4) Max Uplift 2=-59(LC 4), 4=-43(LC 8) Max Grav 2=558(LC 1), 4=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-330/90 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 30 lb up at 2-9-8, 11 lb down and 30 lb up at 2-9-8, and 38 lb down and 55 lb up at 5-7-7, and 38 lb down and 55 lb up at 5-7-7 on top chord, and 3 lb down at 2-9-8, 3 lb down at 2-9-8, and 23 lb down at 5-7-7, and 23 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 2-4=-20 Concentrated Loads (lb) Vert: 6=-76(F=-38, B=-38) 8=-23(F=-11, B=-11) November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716502 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-wiafZlKohHRIgIJqozdAdgv5?2ABgpv3c8ZwznyHKeJ Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 16-0-0 16-0-0 16-0-0 16-0-0 1-6-01-10-00.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 27=42(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Max Grav All reactions 250 lb or less at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE02 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716503 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-Ou72m5LQSaZ9ISu1Mg8PAuSG8RWQPFOCroIUVDyHKeI Scale = 1:19.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 11-4-8 11-4-8 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-10, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-8. (lb) - Max Horz 20=-38(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 12 except 19=289(LC 1), 18=288(LC 1), 17=284(LC 1), 16=285(LC 1), 15=285(LC 1), 14=282(LC 1), 13=300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-19=-268/40, 3-18=-269/46, 4-17=-266/44, 5-16=-267/45, 6-15=-267/45, 7-14=-265/44, 8-13=-281/46 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE03 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716504 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-s5hQzRL2Duh0vcTDwNfei5?Qqrse8ibM4S212fyHKeH Scale: 3/4"=1' 1 2 3 4 5 6 11 10 9 8 7 2x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-8 5-9-8 5-9-8 5-9-8 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-8. (lb) - Max Horz 11=-28(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 11, 7 except 10=277(LC 1), 9=281(LC 1), 8=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-275/58, 3-9=-264/58, 4-8=-292/60 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 10, 9, 8. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716505 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-oTpAO7NJlVxk9vdc1oh6nW4nRfXAccDfXmX86YyHKeF Scale = 1:28.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x6 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-4-0 17-4-0 17-4-0 17-4-0 1-6-121-11-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-0. (lb) - Max Horz 30=17(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29 Max Grav All reactions 250 lb or less at joint(s) 30, 16 except 17=289(LC 1), 18=286(LC 1), 19=284(LC 1), 20=285(LC 1), 21=284(LC 1), 22=284(LC 1), 23=284(LC 1), 24=284(LC 1), 25=285(LC 1), 26=284(LC 1), 28=286(LC 1), 29=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-17=-271/37, 13-18=-268/37, 11-19=-266/37, 10-20=-267/37, 9-21=-267/37, 8-22=-267/37, 7-23=-267/37, 6-24=-267/37, 5-25=-267/37, 4-26=-266/37, 3-28=-268/37, 2-29=-269/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716506 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-GfNYcTOxWp3bm3CobWCLKkdx53tOL3QomQGhe_yHKeE Scale = 1:10.61234 8 7 6 5 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 3-5-0 3-5-0 1-6-01-6-140.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-5-0. (lb) - Max Horz 8=-15(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6 except 7=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-290/63 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 7, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE06 Truss Type GABLE Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716507 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-ksxxpoPZH7BSODn_9Dkasx96pSDa4Wgy?40EBQyHKeD Scale = 1:13.3 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-2-0 7-2-0 1-6-01-7-130.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-2-0. (lb) - Max Horz 13=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 12=271(LC 1), 11=287(LC 1), 10=278(LC 1), 9=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-269/52, 3-11=-269/54, 4-10=-262/53, 5-9=-289/57 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 12, 11, 10, 9. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716508 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-D2VJ18PB2QJJ0NMAixFpP9iHZsZppzv5DklojtyHKeC Scale = 1:13.7 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 7-2-0 7-2-0 1-9-61-11-20.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-2-0. (lb) - Max Horz 13=29(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 13, 8 except 9=267(LC 1), 10=288(LC 1), 11=278(LC 1), 12=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-269/51, 5-10=-269/54, 4-11=-262/52, 3-12=-290/58 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 9, 10, 11, 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss GE08 Truss Type Flat Supported Gable Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716509 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-hE3hEUQppkRAeXwNGem2yMFS4Gv2YPyESOVLFJyHKeB Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 3x6 3x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-8-8 21-8-8 21-8-8 21-8-8 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.01 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-8. (lb) - Max Horz 36=-38(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 36, 19 except 35=283(LC 1), 34=288(LC 1), 33=284(LC 1), 32=285(LC 1), 30=284(LC 1), 29=284(LC 1), 28=284(LC 1), 27=284(LC 1), 26=284(LC 1), 25=284(LC 1), 24=284(LC 1), 23=284(LC 1), 22=286(LC 1), 21=272(LC 1), 20=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-35=-268/29, 3-34=-269/33, 4-33=-266/32, 5-32=-267/32, 6-30=-267/32, 7-29=-267/32, 8-28=-267/32, 9-27=-267/32, 10-26=-267/32, 11-25=-267/32, 13-24=-267/32, 14-23=-267/32, 15-22=-268/33, 16-21=-256/32, 17-20=-320/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 19, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716510 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9Rc3RqRRa2Z0FhVZqMHHUanbbgD5HsxOh2EvnlyHKeA Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-7 1-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=55(LC 7) Max Uplift 3=-12(LC 10), 4=-32(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-80/267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716511 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-ddARfAS4LLhttq4lO3oW1nKkc4Wu0ISXwi_SKByHKe9 Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 4-0-7 3-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.37 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=72(LC 7) Max Uplift 3=-41(LC 10), 4=-9(LC 10) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/43 WEBS 2-5=-128/385 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716512 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-5pkqsWSi6fpkV_fyxmJlZ?tvpTt1ll1h8Mj?seyHKe8 Scale = 1:18.9 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-9-3 1-9-3 -1-8-8 1-8-8 2-9-3 2-9-3 2-2-43-2-04.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.25 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 6=58(LC 7) Max Uplift 6=-41(LC 6), 3=-15(LC 10), 4=-17(LC 7) Max Grav 6=330(LC 1), 3=49(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-304/21 WEBS 2-5=-80/332 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J04 Truss Type Jack-Open Qty 6 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716513 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-Z0IC4sTKszxb68E8VUq_6CP6qtEmUDgqN0TZO4yHKe7 Scale = 1:19.1 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 2-2-43-2-42-9-93-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=55(LC 7) Max Uplift 3=-13(LC 10), 4=-31(LC 7) Max Grav 6=240(LC 1), 3=34(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-81/268 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716514 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-Z0IC4sTKszxb68E8VUq_6CP6qtEoUDhqN0TZO4yHKe7 Scale = 1:19.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 2-0-7 1-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-43-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=55(LC 7) Max Uplift 3=-12(LC 10), 4=-32(LC 7) Max Grav 6=240(LC 1), 3=33(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-80/267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716515 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-1CsaHCUydG3SkIpK3BMDfQyFrHXbDfCzcgC6wWyHKe6 Scale: 1/2"=1' 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 4-0-7 3-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-44-2-83-9-134-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.37 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.08 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=72(LC 7) Max Uplift 3=-41(LC 10), 4=-9(LC 10) Max Grav 6=319(LC 1), 3=134(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/43 WEBS 2-5=-128/385 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J07 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716516 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-VOQyVYVaOaBJMSOXdvtSBdVUuhy1y8p7qKygTzyHKe5 Scale = 1:10.0 1 2 3 4 5 3x6 3x4 2-0-7 2-0-7 -0-10-8 0-10-8 2-0-7 2-0-7 0-9-01-5-21-0-151-5-24.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=28(LC 10) Max Uplift 4=-23(LC 10), 2=-24(LC 6) Max Grav 4=63(LC 1), 2=184(LC 1), 5=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J08 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716517 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-_b_KitVC9uKAzczjAcOhkr1a95G8hb3G3_hD?PyHKe4 Scale = 1:13.3 1 2 3 4 5 3x6 3x4 4-0-7 4-0-7 -0-10-8 0-10-8 4-0-7 4-0-7 0-9-02-1-21-8-152-1-24.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) 2-5 2-5 4 2 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 SLIDER Left 2x4 SPF-S Stud 2-2-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=47(LC 10) Max Uplift 4=-43(LC 10), 2=-24(LC 6) Max Grav 4=151(LC 1), 2=276(LC 1), 5=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J09 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716518 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-_b_KitVC9uKAzczjAcOhkr1a95G8hb3G3_hD?PyHKe4 Scale = 1:13.3 1 2 3 4 5 3x6 3x4 4-0-7 4-0-7 -0-10-8 0-10-8 4-0-7 4-0-7 0-9-02-1-21-8-152-1-24.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) 2-5 2-5 4 2 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 SLIDER Left 2x4 SPF-S Stud 2-2-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=47(LC 10) Max Uplift 4=-43(LC 10), 2=-24(LC 6) Max Grav 4=151(LC 1), 2=276(LC 1), 5=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J10 Truss Type Jack-Open Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716519 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-SnXjwDWqwBS1blYvkKvwG2aqOUeVQ2IQIeRmXryHKe3 Scale = 1:10.0 1 2 3 4 5 3x6 3x4 2-0-7 2-0-7 -0-10-8 0-10-8 2-0-7 2-0-7 0-9-01-5-21-0-151-5-24.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=28(LC 10) Max Uplift 4=-23(LC 10), 2=-24(LC 6) Max Grav 4=63(LC 1), 2=184(LC 1), 5=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J11 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716520 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-wz557ZXThVauDv65I1Q9pG7_Buy99VYZXIAK3HyHKe2 Scale = 1:9.8 1 2 3 4 5 3x6 3x4 2-9-3 2-9-3 -1-2-14 1-2-14 2-9-3 2-9-3 0-9-01-4-130-3-151-0-141-4-132.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 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 No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=27(LC 10) Max Uplift 4=-25(LC 10), 2=-40(LC 6) Max Grav 4=85(LC 1), 2=257(LC 1), 5=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss J13 Truss Type Jack-Open Qty 5 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716521 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OAfTKvY5Spilq3hIslxOMTf9JIJ8uyojlywtckyHKe1 Scale = 1:9.9 1 2 5 3 4 3x6 2-0-0 2-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 0-9-01-5-01-0-131-5-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=25(LC 7) Max Uplift 5=-29(LC 6), 3=-16(LC 10) Max Grav 5=196(LC 1), 3=54(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M01 Truss Type MONOPITCH Qty 8 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OAfTKvY5Spilq3hIslxOMTf0aIE8uxVjlywtckyHKe1 Scale = 1:29.8 1 2 3 5 4 6 7 2x4 2x4 3x4 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-45-2-44-10-120-3-85-2-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.35 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=89(LC 7) Max Uplift 4=-61(LC 10) Max Grav 5=407(LC 1), 4=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/66 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M02 Truss Type MONOPITCH Qty 10 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716523 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-sMDrYFZjD6qcSDGUPSTduhCEjiWwdHys_cfQ8AyHKe0 Scale = 1:26.5 1 2 3 4 5 9 8 7 6 3x4 4x8 3x6 3x4 4x8 4x6 2x4 5x12 4x8 5-5-3 5-5-3 10-6-13 5-1-11 16-0-0 5-5-3 5-5-3 5-5-3 10-6-13 5-1-11 16-0-0 5-5-3 1-6-01-10-00.25 12 Plate Offsets (X,Y)-- [5:0-3-7,0-2-0], [8:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.63 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.02 0.10 (loc) 7-8 7-8 6 7-8 l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-8,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=24(LC 7) Max Uplift 9=-37(LC 6), 6=-37(LC 10) Max Grav 9=785(LC 1), 6=785(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-721/263, 1-2=-2199/686, 2-4=-2055/637, 4-5=-2056/643, 5-6=-726/270 BOT CHORD 7-8=-700/2194 WEBS 1-8=-642/2112, 2-8=-382/215, 4-7=-433/235, 5-7=-641/2039 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-KYnDlbZL_QyT4Nrgz9_sRukK56rmMdr?DGP_gcyHKe? Scale = 1:29.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x6 5x12 3x8 4x6 3x16 MT18HS5x12 4x8 4x8 3x6 2x4 5x12 4x8 5x12 5x12 3-8-6 3-8-6 7-1-5 3-4-14 10-6-3 3-4-14 13-11-2 3-4-14 17-7-8 3-8-6 3-8-6 3-8-6 7-1-5 3-4-14 10-6-3 3-4-14 13-11-2 3-4-14 17-7-8 3-8-6 1-6-121-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [6:0-3-7,0-2-0], [7:0-3-7,0-2-8], [8:Edge,0-3-8], [9:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.66 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.49 0.06 0.06 (loc) 10-11 10-11 8 10-11 l/defl >617 >424 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 65 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=0-5-4 Max Horz 14=17(LC 7) Max Uplift 14=-27(LC 6), 8=-27(LC 10) Max Grav 14=1849(LC 1), 8=1849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1785/174, 1-2=-3957/363, 2-3=-5476/499, 3-4=-5217/473, 4-6=-5217/475, 6-7=-3445/314, 7-8=-1796/178 BOT CHORD 11-13=-375/3949, 10-11=-507/5468, 9-10=-315/3436 WEBS 1-13=-358/4033, 2-13=-1354/155, 2-11=-142/1633, 3-11=-555/79, 3-10=-280/30, 4-10=-663/90, 6-10=-181/1949, 6-9=-1513/174, 7-9=-336/3675 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M04 Truss Type MONOPITCH Qty 15 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-okLbzxazlk4JhXQtXtV5z6HW4VBu5949Rw8XD3yHKe_ Scale = 1:34.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 6x10 4x6 3x4 5x10 MT18HS 5x12 4x8 3x12 3x6 4x10 2x4 4x6 3x12 4x10 5x12 5x12 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-7,0-2-1], [8:0-3-7,0-2-8], [10:0-3-8,0-2-8], [11:0-3-8,0-1-8], [13:0-3-8,0-1-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 100.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.09 0.07 (loc) 12 12-13 9 12 l/defl >648 >432 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 106 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,8-10: 2x4 SPF 2100F 1.8E, 2-13,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 9=0-5-8 Max Horz 16=28(LC 9) Max Uplift 16=-32(LC 6), 9=-32(LC 10) Max Grav 16=2029(LC 1), 9=2029(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1964/181, 1-2=-4763/415, 2-3=-7060/612, 3-4=-7557/654, 4-5=-7558/657, 5-7=-6427/562, 7-8=-3969/353, 8-9=-1981/184 BOT CHORD 13-15=-402/4754, 12-13=-597/7052, 11-12=-539/6421, 10-11=-328/3963 WEBS 1-15=-410/4799, 2-15=-1478/160, 2-13=-207/2443, 3-13=-783/96, 3-12=-43/533, 4-12=-627/84, 5-12=-106/1226, 5-11=-1045/119, 7-11=-232/2689, 7-10=-1703/180, 8-10=-365/4243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M06 Truss Type Monopitch Qty 15 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-Gxv_AHbbW1CAJg?35a0KWJqiVvbbqmnIgau5kVyHKdz Scale = 1:17.4 1 2 3 4 5 10 11 2x4 3x6 3x4 2x4 -0-10-8 0-10-8 6-0-0 6-0-0 0-9-02-9-02-5-80-3-82-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.04 0.07 (loc) 5-8 5-8 2 5-8 l/defl >936 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=67(LC 6) Max Uplift 2=-24(LC 6), 5=-27(LC 10) Max Grav 2=368(LC 1), 5=287(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M07 Truss Type Monopitch Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716527 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-l7TMOdcDHLK1xqaFeIXZ3XMtFJwqZD1SvEdeGxyHKdy Scale = 1:18.5 1 2 3 4 5 10 11 2x4 2x4 3x6 3x4 6-0-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 0-9-02-9-04.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.04 0.07 (loc) 5-8 5-8 2 5-8 l/defl >936 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-3-8 Max Horz 2=67(LC 6) Max Uplift 5=-27(LC 10), 2=-24(LC 6) Max Grav 5=287(LC 1), 2=368(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M08 Truss Type MONOPITCH Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716528 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-DJ0kbycs2fSuY_9SC?2obkv34jGJIgHb8tNBoOyHKdx Scale = 1:17.4 1 2 3 4 3x6 3x4 2x4 2x4 6-0-0 6-0-0 0-9-02-9-02-5-80-3-82-9-04.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.04 0.07 (loc) 4-7 4-7 1 4-7 l/defl >874 >469 n/a >958 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 4=0-1-8 Max Horz 1=56(LC 6) Max Uplift 4=-27(LC 6) Max Grav 1=293(LC 1), 4=293(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; Cat. II; Exp B; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss M09 Truss Type Monopitch Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716529 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-DJ0kbycs2fSuY_9SC?2obkv3jjGYIgHb8tNBoOyHKdx Scale = 1:17.1 1 2 3 4 5 10 11 2x4 3x6 3x4 2x4 5-9-12 5-9-12 -0-10-8 0-10-8 5-9-12 5-9-12 0-9-02-8-42-4-120-3-82-8-44.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.04 0.06 (loc) 5-8 5-8 2 5-8 l/defl >999 >544 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=65(LC 6) Max Uplift 2=-24(LC 6), 5=-26(LC 10) Max Grav 2=359(LC 1), 5=278(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-8-0, Exterior(2E) 2-8-0 to 5-8-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss MG01 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 McKeznie 16 Hamlet Job Reference (optional) I43716530 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-hWa6oIdUpyalA8kemjZ18ySGv7ae1vTkMX6lLqyHKdw Scale = 1:34.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x6 8x8 4x6 3x4 5x10 MT18HS 8x8 6x8 6x8 3x6 4x10 2x4 4x6 3x12 4x10 4x10 4x10 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 16-11-8 3-4-0 20-7-0 3-7-8 1-6-01-11-20.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [7:0-3-7,0-2-1], [8:0-3-7,0-2-0], [10:0-3-8,0-2-0], [11:0-3-8,0-1-8], [13:0-3-8,0-3-0], [15:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.55 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.50 0.05 0.07 (loc) 12 12 9 12 l/defl >702 >483 n/a >999 L/d 600 480 n/a 240 PLATES MT20 MT18HS Weight: 373 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 9=0-5-8 Max Horz 16=27(LC 7) Max Uplift 16=-64(LC 6), 9=-64(LC 10) Max Grav 16=4331(LC 1), 9=4331(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4013/334, 1-2=-11440/924, 2-3=-19765/1592, 3-4=-22497/1810, 4-5=-22498/1812, 5-7=-17977/1452, 7-8=-9529/776, 8-9=-4141/346 BOT CHORD 15-16=-69/881, 13-15=-912/11425, 12-13=-1578/19756, 11-12=-1431/17968, 10-11=-753/9524, 9-10=-18/370 WEBS 1-15=-880/11010, 2-15=-3357/303, 2-13=-702/8786, 3-13=-2728/247, 3-12=-228/2880, 4-12=-2925/265, 5-12=-389/4845, 5-11=-3433/305, 7-11=-735/9153, 7-10=-3904/347, 8-10=-797/9935 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss MG01 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 McKeznie 16 Hamlet Job Reference (optional) I43716530 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9i8U0ee6ZGicoIJqKQ5Gg9_RfWwtmLjubBsItGyHKdv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-200, 3-5=-850, 5-8=-200, 9-16=-13 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716531 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9i8U0ee6ZGicoIJqKQ5Gg9_RJWzmmZnubBsItGyHKdv Scale = 1:17.512 4 3567 2x4 3x4 2x4 4x6 6-0-0 6-0-0 6-0-0 6-0-0 2-8-4LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 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: 54 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Uplift 4=-64(LC 4), 3=-75(LC 4) Max Grav 4=630(LC 1), 3=719(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; Cat. II; Exp B; 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 100 lb uplift at joint(s) 4, 3. 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) 258 lb down and 46 lb up at 1-3-12, and 258 lb down and 46 lb up at 3-3-12, and 263 lb down and 42 lb up at 5-3-12 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=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-258 6=-258 7=-263 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T01 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716532 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-duitD_fkKaqTPSt0t8cVDNXU1wG0VuA1qrbsPiyHKdu Scale = 1:65.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 5x10 MT18HS 3x8 3x4 3x6 3x6 3x6 4x6 4x6 5x10 MT18HS 3x6 6x18 MT18HS 3x4 6x18 MT18HS 3x6 8-0-0 8-0-0 14-5-2 6-5-2 20-10-4 6-5-2 25-3-0 4-4-12 33-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 16-7-8 8-7-8 25-3-0 8-7-8 33-3-0 8-0-0 34-5-8 1-2-8 2-2-46-0-96-2-42-2-46-0-96.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-7], [6:0-5-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.55 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.01 (loc) 9-10 9-10 9 13-15 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,2-16,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-11, 6-11 REACTIONS. (size)16=0-3-8, 11=0-3-8, 9=0-3-8 Max Horz 16=-94(LC 8) Max Uplift 16=-17(LC 10), 11=-22(LC 7), 9=-45(LC 11) Max Grav 16=1056(LC 23), 11=1911(LC 2), 9=588(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/75, 3-4=-596/87, 4-6=-1/378, 6-7=-327/72, 2-16=-981/111, 7-9=-512/109 BOT CHORD 13-15=-18/818, 11-13=-47/452 WEBS 3-13=-316/25, 4-13=0/472, 4-11=-1395/116, 6-11=-842/28, 6-10=0/274, 2-15=0/658 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 3-3-9, Exterior(2R) 3-3-9 to 12-8-7, Interior(1) 12-8-7 to 20-6-9, Exterior(2R) 20-6-9 to 29-11-7, Interior(1) 29-11-7 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T02 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716533 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-ZHqdegg_sB4Bfl1P?YezIocr2ktWzowKH94yUbyHKds Scale = 1:59.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x6 5x8 3x6 3x8 3x6 3x6 3x6 3x6 3x6 3x4 3x8 4x8 3x4 3x16 MT18HS 10-0-0 10-0-0 20-10-4 10-10-4 23-3-0 2-4-12 33-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-47-0-97-2-42-2-47-0-96.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.87 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.68 0.02 0.01 (loc) 13-15 13-15 10 15 l/defl >569 >367 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 3-16 REACTIONS. (size)13=0-3-8, 16=0-3-8, 10=0-3-8 Max Horz 16=-103(LC 8) Max Uplift 16=-24(LC 10), 10=-44(LC 11) Max Grav 13=1977(LC 2), 16=1064(LC 23), 10=598(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-913/88, 4-5=-756/99, 5-6=0/315, 2-16=-328/109, 8-10=-328/105 BOT CHORD 15-16=-39/792, 13-15=-39/353, 10-11=-31/267 WEBS 5-15=0/629, 5-13=-1169/103, 6-13=-826/27, 6-11=0/371, 7-11=-340/113, 3-16=-980/12, 7-10=-268/88 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 5-0-6, Exterior(2R) 5-0-6 to 14-8-7, Interior(1) 14-8-7 to 18-6-9, Exterior(2R) 18-6-9 to 28-2-10, Interior(1) 28-2-10 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T03 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716534 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-1TO?s0hcdVC2GvcbZG9Cr?94v8ExiAvUWpqW01yHKdr Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 4x6 6x6 3x4 3x6 3x6 3x6 4x8 3x6 3x8 3x6 3x6 5x6 3x4 5x6 3x8 MT18HS 6-1-12 6-1-12 12-0-0 5-10-4 21-0-0 9-0-0 21-3-0 0-3-0 27-1-4 5-10-4 33-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-48-0-98-2-42-2-48-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.73 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.01 0.01 (loc) 12-15 12-15 10 15-16 l/defl >869 >567 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 155 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 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, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-12 REACTIONS. (size)17=0-3-8, 12=0-3-8, 10=0-3-8 Max Horz 17=-112(LC 8) Max Uplift 17=-32(LC 10), 10=-44(LC 11) Max Grav 17=1045(LC 23), 12=2103(LC 2), 10=533(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1016/70, 3-4=-724/101, 4-5=-568/113, 5-6=0/366, 6-7=0/475, 7-8=-325/113, 2-17=-984/95, 8-10=-474/86 BOT CHORD 15-16=-22/820 WEBS 3-15=-376/99, 5-15=-0/696, 5-12=-1073/58, 6-12=-548/40, 7-12=-606/93, 2-16=0/787 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 7-3-9, Exterior(2R) 7-3-9 to 25-11-7, Interior(1) 25-11-7 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T04 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716535 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-WgyN3MiFOoLvu3Bo6zgRNDiCnXdLRcfdlTZ3YUyHKdq Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x6 4x8 5x8 3x6 3x4 3x6 3x6 3x6 4x8 3x6 3x6 3x6 6x8 3x4 6x6 3x6 7-1-12 7-1-12 14-0-0 6-10-4 20-10-4 6-10-4 26-1-4 5-3-0 33-3-0 7-1-12 -1-2-8 1-2-8 7-1-12 7-1-12 14-0-0 6-10-4 19-3-0 5-3-0 26-1-4 6-10-4 33-3-0 7-1-12 34-5-8 1-2-8 2-2-49-0-99-2-42-2-49-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.53 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.01 0.02 (loc) 13-15 13-15 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,6-15,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 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, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-15, 5-15, 6-13 REACTIONS. (size)18=0-3-8, 13=0-3-8, 11=0-3-8 Max Horz 18=122(LC 9) Max Uplift 18=-36(LC 10), 11=-37(LC 11) Max Grav 18=1074(LC 23), 13=1958(LC 2), 11=619(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1077/67, 4-5=-640/112, 5-6=-462/128, 6-7=0/393, 7-9=-423/63, 2-18=-1007/95, 9-11=-551/92 BOT CHORD 15-17=-32/871, 12-13=0/276 WEBS 4-15=-537/107, 6-15=-24/882, 6-13=-1317/39, 7-13=-663/110, 2-17=0/785 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 9-3-9, Exterior(2R) 9-3-9 to 23-11-7, Interior(1) 23-11-7 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T05 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716536 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-_sVmGhjt96TmWDm_ghBgwQEMqxwXA8Kmz7Jd4wyHKdp Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 3x8 5x8 4x8 3x8 MT18HS 4x6 3x6 3x6 3x6 3x6 4x8 3x4 3x6 5x8 6x8 3x4 6x8 3x6 8-0-0 8-0-0 16-0-0 8-0-0 17-3-0 1-3-0 20-10-4 3-7-4 26-10-14 6-0-10 33-3-0 6-4-2 -1-2-8 1-2-8 8-0-0 8-0-0 16-0-0 8-0-0 17-3-0 1-3-0 25-1-4 7-10-4 33-3-0 8-1-12 34-5-8 1-2-8 2-2-410-0-910-2-42-2-410-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [6:0-4-0,0-1-15], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.72 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.02 0.03 (loc) 16-18 16-18 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,5-16,5-15,6-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-16, 5-15, 6-15, 8-13 REACTIONS. (size)19=0-3-8, 13=0-3-8, 11=0-3-8 Max Horz 19=130(LC 9) Max Uplift 19=-41(LC 10), 11=-35(LC 11) Max Grav 19=1247(LC 1), 13=1427(LC 2), 11=907(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1349/74, 3-5=-814/129, 5-6=-495/151, 6-8=-710/136, 8-9=-801/73, 2-19=-1174/100, 9-11=-846/95 BOT CHORD 16-18=-45/1155, 15-16=0/608, 13-15=-309/94, 12-13=0/615 WEBS 3-16=-677/118, 5-16=0/681, 5-15=-793/46, 6-15=-255/193, 8-15=-4/995, 8-13=-1524/62, 2-18=0/1022, 9-12=0/532 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 11-3-9, Exterior(2R) 11-3-9 to 21-11-7, Interior(1) 21-11-7 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T06 Truss Type COMMON Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716537 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-wFdWhNk7hjjTlXwNo6E8?rKibldWeyl3RRoj9oyHKdn Scale = 1:69.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x8 5x10 MT18HS 3x8 3x8 4x6 4x6 3x6 3x6 3x6 5x8 5x8 3x4 6x8 3x6 10-6-14 10-6-14 20-10-4 10-3-6 26-10-14 6-0-10 33-3-0 6-4-2 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-410-6-02-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [5:0-7-0,0-1-12], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.69 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.48 0.02 0.02 (loc) 13-15 13-15 10 15 l/defl >768 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-15,5-13,3-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 5-13, 3-16 REACTIONS. (size)13=0-3-8, 16=0-3-8, 10=0-3-8 Max Horz 16=133(LC 9) Max Uplift 16=-40(LC 10), 10=-39(LC 11) Max Grav 13=2018(LC 2), 16=1087(LC 2), 10=634(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/123, 3-5=-943/148, 5-7=0/388, 7-8=-419/71, 2-16=-484/136, 8-10=-572/94 BOT CHORD 15-16=-59/909, 13-15=0/260 WEBS 3-15=-536/209, 5-15=-66/1017, 5-13=-1175/40, 7-13=-729/163, 3-16=-847/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 13-3-10, Exterior(2R) 13-3-10 to 19-11-6, Interior(1) 19-11-6 to 31-1-10, Exterior(2E) 31-1-10 to 34-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T07 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716538 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-ORBuvjllS1rKNgVZLplNY3s?t85cNb4Dg5XHhFyHKdm Scale = 1:26.0 1 2 3 4 5 6 10 9 8 7 5x8 4x6 2x4 2x4 3x4 3x6 3x6 3x8 4-0-0 4-0-0 8-6-8 4-6-8 12-6-8 4-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 8-6-8 4-6-8 12-6-8 4-0-0 13-9-0 1-2-8 2-2-44-0-94-2-42-2-44-0-96.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.19 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 8-9 8-9 7 8 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. 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=-75(LC 8) Max Uplift 10=-8(LC 10), 7=-8(LC 11) Max Grav 10=721(LC 1), 7=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/116, 3-4=-430/130, 4-5=-542/116, 2-10=-689/153, 5-7=-688/152 BOT CHORD 8-9=-15/431 WEBS 2-9=0/461, 5-8=0/460 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Exterior(2R) 1-9-8 to 10-9-0, Exterior(2E) 10-9-0 to 13-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T08 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716539 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-sdlG63mNDLzB?q3lvWGc4GP6qYOT63KMulHqDhyHKdl Scale = 1:31.0 1 2 3 4 5 6 10 9 8 7 4x6 4x6 2x4 2x4 3x4 3x4 6x8 6x8 6-0-0 6-0-0 6-6-8 0-6-8 12-6-8 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 6-6-8 0-6-8 12-6-8 6-0-0 13-9-0 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.28 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.01 (loc) 9-10 9-10 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-85(LC 8) Max Uplift 10=-19(LC 10), 7=-19(LC 11) Max Grav 10=721(LC 1), 7=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/119, 3-4=-409/145, 4-5=-562/119, 2-10=-666/164, 5-7=-666/164 BOT CHORD 8-9=0/409 WEBS 2-9=0/342, 5-8=0/342 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Exterior(2R) 1-9-8 to 10-9-0, Exterior(2E) 10-9-0 to 13-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 10, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T09 Truss Type Common Qty 2 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-KpJfKPn?_e52c_exTEnrdUyGNykGrWiW7P0Nm7yHKdk Scale = 1:33.0 1 2 3 4 5 8 7 6 9 10 11 12 4x8 2x4 2x4 3x8 6x8 6x8 6-3-4 6-3-4 12-6-8 6-3-4 -1-2-8 1-2-8 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-45-3-142-2-46.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.30 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 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: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-86(LC 8) Max Uplift 8=-20(LC 10), 6=-20(LC 11) Max Grav 8=721(LC 1), 6=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-565/134, 3-4=-565/134, 2-8=-665/176, 4-6=-665/176 WEBS 2-7=0/328, 4-7=0/328 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-3-4, Exterior(2R) 3-3-4 to 9-3-4, Interior(1) 9-3-4 to 10-9-0, Exterior(2E) 10-9-0 to 13-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T10 Truss Type Common Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716541 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-o0t1XlnelyDvE8D81xI4AhUQjM4UaznfM3mxIayHKdj Scale = 1:33.0 1 2 3 4 7 6 5 8 9 10 4x8 2x4 2x4 3x8 6x8 6x8 6-3-4 6-3-4 12-6-8 6-3-4 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-45-3-142-2-46.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-3], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.30 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-89(LC 8) Max Uplift 7=-4(LC 10), 5=-19(LC 11) Max Grav 7=607(LC 1), 5=727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-569/132, 2-3=-575/136, 1-7=-551/129, 3-5=-671/176 WEBS 1-6=0/348, 3-6=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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 9-3-4, Interior(1) 9-3-4 to 10-9-0, Exterior(2E) 10-9-0 to 13-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T11 Truss Type Flat Qty 2 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716542 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-HCQPk5oGWGLmsIoKafpJiv1inmQ6JHIoajVUq0yHKdi Scale = 1:37.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 3x6 3x6 3x6 2x4 3x6 3x12 2x4 3x8 2x4 2x4 5x12 2x4 5x12 2x4 3x12 4-2-3 4-2-3 8-0-14 3-10-11 11-11-9 3-10-11 15-10-4 3-10-11 16-0-0 0-1-12 18-8-6 2-8-6 21-10-0 3-1-10 4-2-3 4-2-3 8-0-14 3-10-11 11-11-9 3-10-11 15-10-4 3-10-11 18-8-6 2-10-2 21-10-0 3-1-10 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.28 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.01 0.02 (loc) 13 13 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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)16=0-3-8, 11=0-3-8 Max Horz 16=-38(LC 6) Max Uplift 16=-23(LC 6), 11=-53(LC 7) Max Grav 16=602(LC 1), 11=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-571/118, 1-2=-836/163, 2-3=-836/163, 3-4=-321/73, 4-6=-321/73, 6-7=-33/289, 7-8=-33/289 BOT CHORD 13-15=-142/910, 12-13=-142/910, 11-12=-881/170, 10-11=-881/170 WEBS 1-15=-158/911, 2-15=-338/103, 3-12=-671/118, 4-12=-305/94, 6-12=-237/1370, 6-11=-1402/278, 6-10=-128/740, 8-10=-368/65 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 11. 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) 80 lb down and 14 lb up at 21-8-4 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 Uniform Loads (plf) Vert: 1-8=-80, 9-16=-13 Concentrated Loads (lb) Vert: 8=-80 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T12 Truss Type Flat Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-lO_nyRpuGZTdTSNW8MLYF6Zun9kV2lEypNF2NSyHKdh Scale = 1:27.0 1 2 3 4 5 10 9 8 7 6 2x4 3x8 2x4 4x10 2x4 2x4 3x8 2x4 4x10 3x8 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.40 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.09 0.02 0.03 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals. 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=-38(LC 8) Max Uplift 10=-27(LC 6), 6=-27(LC 7) Max Grav 10=733(LC 1), 6=733(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-701/174, 1-2=-1062/253, 2-3=-1062/253, 3-4=-1062/253, 4-5=-1062/253, 5-6=-701/174 BOT CHORD 8-9=-290/1393, 7-8=-290/1393 WEBS 1-9=-259/1174, 2-9=-335/120, 3-9=-376/84, 3-7=-376/84, 4-7=-335/120, 5-7=-259/1174 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T13 Truss Type Flat Qty 3 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716544 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-DbY99mqW1tbU5byji4snnK621Z7nnGP521_bvuyHKdg Scale = 1:19.7 1 2 3 4 8 7 6 5 2x4 3x6 2x4 3x4 3x12 2x4 2x4 3x8 3-10-1 3-10-1 7-6-7 3-8-5 11-4-8 3-10-1 3-10-1 3-10-1 7-6-7 3-8-5 11-4-8 3-10-1 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.20 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Horz 8=-38(LC 8) Max Uplift 8=-21(LC 6), 5=-21(LC 7) Max Grav 8=517(LC 1), 5=517(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-489/152, 1-2=-642/194, 2-3=-642/194 BOT CHORD 6-7=-157/644, 5-6=-157/644 WEBS 1-7=-194/713, 2-7=-309/129, 3-5=-717/196 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T14 Truss Type Flat Qty 5 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-DbY99mqW1tbU5byji4snnK63zZAKnKM521_bvuyHKdg Scale = 1:17.0 1 2 3 6 5 4 2x4 3x4 2x4 3x8 2x4 3x4 2-10-12 2-10-12 5-9-8 2-10-12 2-10-12 2-10-12 5-9-8 2-10-12 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=0-4-4 Max Horz 6=-38(LC 8) Max Uplift 6=-16(LC 6), 4=-16(LC 7) Max Grav 6=257(LC 1), 4=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-5=-93/250, 2-5=-268/145, 3-5=-93/250 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T15 Truss Type Flat Qty 16 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9zgwaSrmZUrCKv65pVuFslBN5NiTF2kOVLTiznyHKde Scale = 1:37.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 4x8 3x6 4x8 2x4 3x6 5x12 2x4 3x12 2x4 3x8 2x4 2x4 3x12 2x4 5x12 3-9-3 3-9-3 7-4-9 3-7-7 11-0-0 3-7-7 14-7-7 3-7-7 18-2-13 3-7-7 22-0-0 3-9-3 3-9-3 3-9-3 7-4-9 3-7-7 11-0-0 3-7-7 14-7-7 3-7-7 18-2-13 3-7-7 22-0-0 3-9-3 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.64 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.26 0.06 0.06 (loc) 12 12 9 12 l/defl >999 >992 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-4-4 Max Horz 16=-38(LC 8) Max Uplift 16=-36(LC 6), 9=-36(LC 7) Max Grav 16=1013(LC 1), 9=1013(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-980/186, 1-2=-1469/271, 2-3=-1469/271, 3-4=-2607/468, 4-5=-2607/468, 5-7=-1469/271, 7-8=-1469/271, 8-9=-980/186 BOT CHORD 13-15=-385/2323, 12-13=-385/2323, 11-12=-385/2323, 10-11=-385/2323 WEBS 1-15=-288/1669, 2-15=-305/92, 3-15=-992/173, 3-12=-56/329, 4-12=-288/87, 5-12=-56/329, 5-10=-992/173, 7-10=-305/92, 8-10=-288/1669 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T16 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716547 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-dAEIoosOKoz3y3hINCPUPykWzn6X_hxXk?DFWDyHKdd Scale = 1:23.0 1 2 3 4 5 6 7 8 10 9 11 12 5x12 4x6 3x6 3x4 3x6 3x4 2x4 3x4 4-0-0 4-0-0 8-1-8 4-1-8 12-1-8 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-1-8 4-1-8 12-1-8 4-0-0 13-0-0 0-10-8 0-9-01-11-72-1-00-9-01-11-74.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [4:0-6-0,0-1-11], [7:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.33 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.02 0.02 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-0-0, Right 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except 2-0-0 oc purlins (5-5-3 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=-19(LC 11) Max Uplift 2=-45(LC 6), 7=-45(LC 7) Max Grav 2=676(LC 1), 7=676(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1100/234, 4-5=-944/243, 5-7=-1100/234 BOT CHORD 2-10=-167/950, 9-10=-171/944, 7-9=-166/951 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T17 Truss Type Common Qty 5 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:21:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-5Mog?8t1565waDFUxvwjyAHg3ASGj8fhzfyp2gyHKdc Scale = 1:22.2 1 2 3 4 5 6 7 8 17 18 19 20 3x8 3x4 3x8 3x4 2x4 4x6 6-0-12 6-0-12 12-1-8 6-0-12 -0-10-8 0-10-8 6-0-12 6-0-12 12-1-8 6-0-12 13-0-0 0-10-8 0-9-02-9-40-9-04.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.36 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.02 0.02 (loc) 8-15 8-15 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. 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=29(LC 10) Max Uplift 2=-36(LC 6), 6=-36(LC 7) Max Grav 2=676(LC 1), 6=676(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-909/232, 4-6=-910/232 BOT CHORD 2-8=-138/805, 6-8=-138/805 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-0-12, Exterior(2R) 3-0-12 to 9-0-12, Interior(1) 9-0-12 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 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 100 lb uplift at joint(s) 2, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T18 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716549 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-2lvRQquHdjMdpWPt2KzB1bMyA_0dBwK_QyRv6YyHKda Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 19 5x12 5x12 6x6 3x8 3x8 MT18HS3x6 2x4 4x10 2x4 3x6 2x4 6x6 3x8 8-0-0 8-0-0 14-9-8 6-9-8 21-7-0 6-9-8 29-7-0 8-0-0 -0-10-8 0-10-8 4-6-0 4-6-0 8-0-0 3-6-0 14-9-8 6-9-8 21-7-0 6-9-8 25-1-0 3-6-0 29-7-0 4-6-0 30-5-8 0-10-8 0-9-03-3-73-5-00-9-03-3-74.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-4-5], [5:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:Edge,0-4-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.88 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.14 0.13 (loc) 13 12-13 10 13 l/defl >999 >747 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 105 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-3-13, Right 2x4 SPF-S Stud 2-3-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except 2-0-0 oc purlins (3-4-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=36(LC 10) Max Uplift 2=-82(LC 6), 10=-82(LC 7) Max Grav 2=1549(LC 1), 10=1549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3087/288, 4-5=-3042/257, 5-6=-3779/338, 6-7=-3779/338, 7-8=-3042/257, 8-10=-3087/288 BOT CHORD 2-15=-224/2752, 13-15=-170/2885, 12-13=-170/2885, 10-12=-224/2752 WEBS 4-15=0/381, 5-13=-96/1132, 6-13=-673/144, 7-13=-96/1132, 8-12=0/381 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 17-4-1, Exterior(2R) 17-4-1 to 25-9-15, Interior(1) 25-9-15 to 27-5-8, Exterior(2E) 27-5-8 to 30-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T19 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716550 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-WxTpdAvvO1UURg_3c2UQZov71OQWwOr7fcBTf_yHKdZ Scale = 1:51.9 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 4x8 4x8 5x12 3x12 3x8 MT18HS3x8 2x4 3x6 3x8 2x4 5x12 3x12 10-0-0 10-0-0 19-7-0 9-7-0 29-7-0 10-0-0 -0-10-8 0-10-8 5-1-12 5-1-12 10-0-0 4-10-4 14-9-8 4-9-8 19-7-0 4-9-8 24-5-4 4-10-4 29-7-0 5-1-12 30-5-8 0-10-8 0-9-03-11-74-1-00-9-03-11-74.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [10:0-0-0,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.58 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.43 0.11 0.10 (loc) 12-14 12-14 10 12-14 l/defl >999 >818 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 104 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-7-12, Right 2x4 SPF-S Stud 2-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except 2-0-0 oc purlins (3-3-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-44(LC 15) Max Uplift 2=-75(LC 6), 10=-75(LC 7) Max Grav 2=1549(LC 1), 10=1549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3141/319, 4-5=-2876/256, 5-6=-2683/263, 6-7=-2683/263, 7-8=-2876/256, 8-10=-3141/319 BOT CHORD 2-14=-250/2820, 12-14=-225/2997, 10-12=-250/2820 WEBS 5-14=0/487, 6-14=-568/105, 6-12=-568/105, 7-12=0/487 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-9-1, Exterior(2R) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 15-4-1, Exterior(2R) 15-4-1 to 23-9-15, Interior(1) 23-9-15 to 27-5-8, Exterior(2E) 27-5-8 to 30-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T20 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716551 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-_71BrVwX9KcL2qZFAl?f60RFrojTfnjHuGw0BRyHKdY Scale = 1:52.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 4x8 6x10 4x6 4x6 3x6 3x6 8x14 MT18HS 4x8 2x4 3x6 5x12 4x8 3x4 3x4 5-10-12 5-10-12 8-0-0 2-1-4 14-9-8 6-9-8 21-7-0 6-9-8 29-7-0 8-0-0 -0-10-8 0-10-8 8-0-0 8-0-0 14-9-8 6-9-8 21-7-0 6-9-8 29-7-0 8-0-0 30-5-8 0-10-8 0-9-03-3-73-5-00-9-03-3-74.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-3-15], [3:0-7-0,0-1-6], [7:0-5-5,Edge], [12:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.73 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.06 0.05 (loc) 9-10 7-9 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 107 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-9-12, Right 2x4 SPF-S Stud 4-1-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (3-0-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-2-10 oc bracing: 2-13. WEBS 1 Row at midpt 4-12 REACTIONS. (size)2=0-5-8, 13=0-5-8, 7=0-3-8 Max Horz 2=-36(LC 15) Max Uplift 2=-220(LC 24), 13=-52(LC 6), 7=-81(LC 7) Max Grav 2=19(LC 1), 13=1903(LC 1), 7=1176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-27/1203, 4-5=-1917/217, 5-7=-2154/197 BOT CHORD 2-13=-1029/45, 12-13=-33/264, 10-12=-135/1937, 9-10=-135/1937, 7-9=-121/1923 WEBS 3-13=-2062/134, 3-12=0/838, 4-12=-1916/110, 4-10=0/274, 5-9=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 17-4-1, Exterior(2R) 17-4-1 to 25-9-15, Interior(1) 25-9-15 to 27-5-8, Exterior(2E) 27-5-8 to 30-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7 except (jt=lb) 2=220. 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss T21 Truss Type Hip Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716552 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-SKbZ2rx9wekCg_8RkTWufD_TRB?XOBZQ6wgZjtyHKdX Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 18 19 20 4x6 4x6 3x6 3x4 3x8 MT18HS3x4 5x6 5x12 3x6 3x8 2x4 4x8 3x6 5-10-12 5-10-12 10-0-0 4-1-4 19-7-0 9-7-0 29-7-0 10-0-0 -0-10-8 0-10-8 5-1-12 5-1-12 10-0-0 4-10-4 14-9-8 4-9-8 19-7-0 4-9-8 24-5-4 4-10-4 29-7-0 5-1-12 30-5-8 0-10-8 0-9-03-11-74-1-00-9-03-11-74.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [10:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.99 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.42 0.05 0.06 (loc) 10-12 10-12 10 12-14 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 107 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-8-4, Right 2x4 SPF-S Stud 2-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except 2-0-0 oc purlins (4-2-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. REACTIONS. (size)2=0-5-8, 15=0-5-8, 10=0-3-8 Max Horz 2=-44(LC 15) Max Uplift 2=-92(LC 24), 15=-50(LC 6), 10=-73(LC 7) Max Grav 2=218(LC 23), 15=1749(LC 1), 10=1197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-19/506, 4-5=-897/105, 5-6=-792/118, 6-7=-1756/183, 7-8=-1895/171, 8-10=-2277/246 BOT CHORD 2-15=-447/45, 14-15=-953/114, 12-14=-113/1575, 10-12=-182/2027 WEBS 4-15=-1766/202, 4-14=-129/1908, 6-14=-1028/133, 6-12=-27/276, 7-12=0/271, 8-12=-300/145 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-9-1, Exterior(2R) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 15-4-1, Exterior(2R) 15-4-1 to 23-9-15, Interior(1) 23-9-15 to 27-5-8, Exterior(2E) 27-5-8 to 30-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716553 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OijKTXyQSF_wvIIqruYMke3tb?oGrCIjaE9gomyHKdV Scale = 1:60.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 5x8 3x6 2x4 4x6 3x8 5x12 2x4 2x4 5x12 4x6 2x4 5x6 3x8 4x6 4x6 6-0-0 6-0-0 13-5-2 7-5-2 20-10-4 7-5-2 27-3-0 6-4-12 33-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-5-2 7-5-2 20-10-4 7-5-2 27-3-0 6-4-12 33-3-0 6-0-0 34-5-8 1-2-8 2-2-45-0-95-2-42-2-45-0-96.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [8:0-2-11,0-2-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.53 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.01 0.06 (loc) 14-16 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 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* 3-14,6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-3-8, 13=0-3-8, 10=0-3-8 Max Horz 17=-82(LC 6) Max Uplift 17=-298(LC 8), 13=-538(LC 5), 10=-114(LC 30) Max Grav 17=2024(LC 1), 13=3482(LC 1), 10=534(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2417/455, 3-4=-2178/433, 4-6=-2175/431, 6-7=-280/163, 7-8=-392/154, 2-17=-2015/335, 8-10=-479/148 BOT CHORD 14-16=-402/2062, 13-14=-600/151, 11-13=-600/151 WEBS 3-16=-192/501, 4-14=-657/138, 6-14=-626/3274, 6-13=-2783/469, 6-11=-39/781, 7-11=-428/91, 2-16=-390/2090 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=298, 13=538, 10=114. 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) 653 lb down and 238 lb up at 6-0-0, 253 lb down and 81 lb up at 8-0-12, 253 lb down and 81 lb up at 10-0-12, 253 lb down and 81 lb up at 12-0-12, 253 lb down and 81 lb up at 14-0-12, 253 lb down and 81 lb up at 16-0-12, and 253 lb down and 81 lb up at 18-0-12, and 253 lb down and 81 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716553 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OijKTXyQSF_wvIIqruYMke3tb?oGrCIjaE9gomyHKdV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 15=-253 16=-653 18=-253 19=-253 20=-253 21=-253 22=-253 23=-253 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716554 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-K5q4uD_gztEe9bSDzIbqp39GwpYzJA701YenseyHKdT Scale = 1:24.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 4x6 4x6 2x4 2x4 3x8 3x4 3x6 3x6 3x8 2-0-0 2-0-0 10-6-8 8-6-8 12-6-8 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 6-3-4 4-3-4 10-6-8 4-3-4 12-6-8 2-0-0 13-9-0 1-2-8 2-2-43-0-93-2-42-2-43-0-96.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.26 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.04 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=64(LC 7) Max Uplift 11=-157(LC 4), 8=-179(LC 5) Max Grav 11=721(LC 1), 8=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-431/157, 3-4=-363/144, 4-5=-363/160, 5-6=-431/175, 2-11=-757/188, 6-8=-757/214 BOT CHORD 9-10=-217/694 WEBS 4-10=-397/107, 4-9=-397/88, 2-10=-174/538, 6-9=-199/545 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=157, 8=179. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 34 lb up at 2-0-0, 40 lb down and 13 lb up at 4-0-12, 40 lb down and 13 lb up at 6-0-12, 40 lb down and 13 lb up at 8-0-12, and 37 lb down and 14 lb up at 10-0-12, and 46 lb down and 34 lb up at 10-6-8 on top chord, and 25 lb down and 75 lb up at 2-0-0, 24 lb down and 42 lb up at 4-0-12, 24 lb down and 42 lb up at 6-0-12, 24 lb down and 42 lb up at 8-0-12, and 24 lb down and 42 lb up at 10-0-12, and 25 lb down and 75 lb up at 10-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-11=-20 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716555 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-pHOS5Z_IkAMVml0PW063MHhSUCoy2SN9GCNKO5yHKdS Scale = 1:37.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 2x4 4x6 4x6 4x6 2x4 4x6 3x12 2x4 3x8 2x4 2x4 4x10 2x4 4x10 2x4 3x8 4-2-3 4-2-3 8-0-14 3-10-11 11-11-9 3-10-11 15-10-4 3-10-11 16-0-0 0-1-12 18-8-6 2-8-6 21-10-0 3-1-10 4-2-3 4-2-3 8-0-14 3-10-11 11-11-9 3-10-11 15-10-4 3-10-11 18-8-6 2-10-2 21-10-0 3-1-10 2-5-1Plate Offsets (X,Y)-- [6:0-4-8,0-2-0], [12:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.59 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.01 0.02 (loc) 12-13 12-13 11 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 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 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 11=0-3-8 Max Horz 16=-35(LC 4) Max Uplift 16=-43(LC 4), 11=-99(LC 5) Max Grav 16=1083(LC 1), 11=2554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1022/54, 1-2=-1820/75, 2-3=-1820/75, 3-4=-2756/119, 4-6=-2756/119 BOT CHORD 13-15=-134/2945, 12-13=-134/2945, 11-12=-503/62, 10-11=-503/62 WEBS 1-15=-80/1967, 2-15=-318/51, 3-15=-1260/60, 3-13=0/303, 3-12=-485/145, 6-12=-150/3650, 6-11=-2338/119, 6-10=-62/355, 8-10=-306/12 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 0-5-0 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 16, 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1626 lb down and 74 lb up at 11-6-0 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: 1-8=-80, 9-16=-13 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716555 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-pHOS5Z_IkAMVml0PW063MHhSUCoy2SN9GCNKO5yHKdS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=-1626(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716556 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-HTyqJv?wVUUMOvbb4jdIuUEUvcDWny2JVs7uxXyHKdR Scale = 1:26.9 1 2 3 4 5 10 9 8 7 6 4x6 5x8 4x6 4x10 2x4 2x4 3x12 2x4 4x10 5x8 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 2-5-1Plate Offsets (X,Y)-- [6:Edge,0-3-8], [7:0-1-12,0-1-8], [9:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.32 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.02 0.06 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,3-9,3-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. 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=-35(LC 6) Max Uplift 10=-174(LC 6), 6=-132(LC 7) Max Grav 10=5101(LC 1), 6=3859(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-4940/1110, 1-2=-5829/1304, 2-3=-5829/1304, 3-4=-5835/1306, 4-5=-5835/1306, 5-6=-3703/837 BOT CHORD 8-9=-1724/7862, 7-8=-1724/7862 WEBS 1-9=-1398/6331, 2-9=-1955/478, 3-9=-2273/506, 3-7=-2266/505, 4-7=-1955/478, 5-7=-1400/6341 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except (jt=lb) 10=174, 6=132. 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) 1242 lb down and 275 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716556 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-HTyqJv?wVUUMOvbb4jdIuUEUvcDWny2JVs7uxXyHKdR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-478, 6-10=-13 Concentrated Loads (lb) Vert: 1=-1242 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716557 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-lgWCWF0YGocD03AoeR8XRinq20VVWaDSjWsRTzyHKdQ Scale = 1:14.9123 5 4678 4x6 2x4 2x4 4x6 3x4 4-7-0 4-7-0 2-3-8 2-3-8 4-7-0 2-3-8 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 110.0 40.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.52 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 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: 49 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 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=35(LC 7) Max Uplift 5=-50(LC 4), 4=-65(LC 5) Max Grav 5=1323(LC 1), 4=1635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-286/12, 3-4=-286/12 BOT CHORD 4-5=-34/438 WEBS 2-5=-593/36, 2-4=-593/36 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 5, 4. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 508 lb down and 30 lb up at 1-4-12, and 508 lb down and 30 lb up at 2-8-12, and 510 lb down and 28 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: 1-3=-320(F=-120), 4-5=-13 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716557 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-Ds4bka1A15k3dDl_C8fmzvJ?oQrkF1TbyAc??PyHKdP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-508(B) 7=-508(B) 8=-510(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716558 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-h2ezxw2poPswFMKAlsA?W7s8pqDy_KylBqLYXsyHKdO Scale = 1:37.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 4x6 4x6 4x6 2x4 4x6 4x10 2x4 3x12 2x4 3x8 2x4 2x4 3x12 2x4 4x10 3-9-3 3-9-3 7-4-9 3-7-7 11-0-0 3-7-7 14-7-7 3-7-7 18-2-13 3-7-7 22-0-0 3-9-3 3-9-3 3-9-3 7-4-9 3-7-7 11-0-0 3-7-7 14-7-7 3-7-7 18-2-13 3-7-7 22-0-0 3-9-3 2-5-1LOADING (psf) TCLL TCDL BCLL BCDL 50.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.40 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.03 0.04 (loc) 12 12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 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)16=0-3-8, 9=0-4-4 Max Horz 16=-53(LC 8) Max Uplift 16=-53(LC 6), 9=-53(LC 7) Max Grav 16=1520(LC 1), 9=1520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1447/274, 1-2=-2326/425, 2-3=-2326/425, 3-4=-4167/743, 4-5=-4167/743, 5-7=-2326/425, 7-8=-2326/425, 8-9=-1447/274 BOT CHORD 13-15=-622/3720, 12-13=-622/3720, 11-12=-622/3720, 10-11=-622/3720 WEBS 1-15=-443/2577, 2-15=-438/135, 3-15=-1586/279, 3-12=-83/509, 4-12=-419/127, 5-12=-83/509, 5-10=-1586/279, 7-10=-438/135, 8-10=-443/2577 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 16, 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716559 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9FCL9G2RZj_ntWvMJZiE3KOHpDXLjs4uPU554IyHKdN Scale = 1:23.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x6 4x6 4x6 3x8 4x6 3x8 4x6 4x8 2x4 4x6 2-0-0 2-0-0 6-0-12 4-0-12 10-1-8 4-0-12 12-1-8 2-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 6-0-12 4-0-12 10-1-8 4-0-12 12-1-8 2-0-0 13-0-0 0-10-8 0-9-01-3-71-5-00-9-01-3-74.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [2:0-3-5,0-6-1], [6:Edge,0-1-14], [6:0-3-5,0-6-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.52 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.02 0.03 (loc) 9 9 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except 2-0-0 oc purlins (5-7-5 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=11(LC 33) Max Uplift 2=-56(LC 4), 6=-56(LC 5) Max Grav 2=671(LC 1), 6=671(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1165/40, 3-4=-967/46, 4-5=-967/47, 5-6=-1165/40 BOT CHORD 2-10=-24/1009, 9-10=-71/1755, 8-9=-71/1755, 6-8=-24/1009 WEBS 3-10=0/308, 4-10=-814/44, 4-8=-814/44, 5-8=0/308 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 55 lb up at 2-0-0, 11 lb down and 21 lb up at 4-0-12, 11 lb down and 21 lb up at 6-0-12, and 11 lb down and 21 lb up at 8-0-12, and 29 lb down and 55 lb up at 10-1-8 on top chord, and 14 lb down and 1 lb up at 2-0-0, 4 lb down and 1 lb up at 4-0-12, 4 lb down and 1 lb up at 6-0-12, and 4 lb down and 1 lb up at 8-0-12, and 14 lb down and 1 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 2-6=-20 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716559 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9FCL9G2RZj_ntWvMJZiE3KOHpDXLjs4uPU554IyHKdN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=1(B) 9=1(B) 8=1(B) 13=1(B) 14=1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-5dJ5Zy4h5KFV6q3lR_ki8lUTs1AhBerBtoaC8ByHKdL Scale = 1:52.8 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718192021 5x8 3x8 8x8 5x10 MT18HS 5x8 4x8 3x6 4x8 5x8 8x8 5x8 5x10 MT18HS 6-0-0 6-0-0 14-9-8 8-9-8 23-7-0 8-9-8 29-7-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 11-10-5 5-10-5 17-8-11 5-10-5 23-7-0 5-10-5 29-7-0 6-0-0 30-5-8 0-10-8 0-9-02-7-72-9-00-9-02-7-74.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-2], [2:0-7-9,0-0-3], [2:Edge,0-4-8], [8:Edge,0-4-8], [8:0-7-9,0-0-3], [8:0-0-5,0-0-2], [10:0-3-8,0-2-8], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.65 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.68 0.10 0.22 (loc) 12-14 12-14 8 12-14 l/defl >838 >519 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except 2-0-0 oc purlins (4-3-8 max.): 3-7. 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=28(LC 33) Max Uplift 2=-339(LC 4), 8=-340(LC 5) Max Grav 2=3345(LC 1), 8=3300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8422/830, 3-4=-7582/777, 4-6=-11951/1193, 6-7=-7452/779, 7-8=-8278/832 BOT CHORD 2-14=-747/7749, 12-14=-1109/11008, 10-12=-1095/10964, 8-10=-729/7616 WEBS 3-14=-227/2712, 4-14=-3785/438, 4-12=-77/1242, 6-12=-76/1299, 6-10=-3876/437, 7-10=-228/2657 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=339, 8=340. 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 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:16 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-5dJ5Zy4h5KFV6q3lR_ki8lUTs1AhBerBtoaC8ByHKdLNOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 699 lb down and 95 lb up at 5-11-4, 273 lb down and 47 lb up at 7-6-4, 273 lb down and 47 lb up at 9-6-4, 273 lb down and 47 lb up at 11-6-4, 267 lb down and 47 lb up at 13-6-4, 267 lb down and 47 lb up at 15-6-4, 267 lb down and 47 lb up at 17-6-4, 267 lb down and 47 lb up at 19-6-4, and 267 lb down and 47 lb up at 21-6-4, and 697 lb down and 119 lb up at 23-6-4 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=-80, 3-7=-80, 7-9=-80, 2-8=-20 Concentrated Loads (lb) Vert: 14=-699(B) 10=-697 11=-267 15=-273 16=-273 17=-273 18=-267 19=-267 20=-267 21=-267 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716561 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OzEl1L94RU7WSv55LyMLwEGh8sU4Kv0DUOm4uHyHKdE Scale = 1:52.8 1 2 3 4 5 6 7 8 13 12 11 10 914151617181920 8x8 3x6 8x8 5x6 3x4 8x16 2x4 8x8 3x4 8x8 5x6 5-10-12 5-10-12 6-0-0 0-1-4 14-9-8 8-9-8 23-7-0 8-9-8 29-7-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 14-9-8 8-9-8 23-7-0 8-9-8 29-7-0 6-0-0 30-5-8 0-10-8 0-9-02-7-72-9-00-9-02-7-74.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-2], [2:0-7-9,0-0-3], [2:Edge,0-4-8], [7:0-0-5,0-0-2], [7:0-7-9,0-0-3], [7:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.99 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 0.02 0.16 (loc) 9-11 9-11 7 9-11 l/defl >977 >598 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,6-11: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except 2-0-0 oc purlins (5-8-14 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 13=0-5-8, 7=0-3-8 Max Horz 2=-27(LC 30) Max Uplift 2=-1101(LC 22), 13=-431(LC 4), 7=-243(LC 5) Max Grav 2=128(LC 5), 13=4511(LC 1), 7=2283(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/2908, 3-4=-5653/629, 4-6=-5653/629, 6-7=-5724/592 BOT CHORD 2-13=-2644/306, 11-13=-2418/279, 9-11=-505/5177, 7-9=-511/5265 WEBS 3-13=-3627/423, 3-11=-874/8330, 4-11=-793/174, 6-11=-99/712, 6-9=-83/1366 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1101, 13=431, 7=243. 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) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716561 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-OzEl1L94RU7WSv55LyMLwEGh8sU4Kv0DUOm4uHyHKdENOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 47 lb up at 7-6-4, 267 lb down and 47 lb up at 9-6-4, 267 lb down and 47 lb up at 11-6-4, 267 lb down and 47 lb up at 13-6-4, 267 lb down and 47 lb up at 15-6-4, 267 lb down and 47 lb up at 17-6-4, 267 lb down and 47 lb up at 19-6-4, and 267 lb down and 47 lb up at 21-6-4, and 697 lb down and 119 lb up at 23-6-4 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=-80, 3-6=-80, 6-8=-80, 2-7=-20 Concentrated Loads (lb) Vert: 9=-697 10=-267 14=-267 15=-267 16=-267 17=-267 18=-267 19=-267 20=-267 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716562 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-sAo7FhAiCnFN43gHvftbTRpuaF_T3TgMj1WdQjyHKdD Scale = 1:17.7 1 2 3 4 5 6 7 8 4x6 3x4 3x8 8-4-5 8-4-5 -1-2-14 1-2-14 8-4-5 8-4-5 0-9-02-8-102.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.00 0.02 (loc) 2-4 2-4 4 2-4 l/defl >999 >843 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 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=0-10-9, 2=0-4-9 Max Horz 2=64(LC 4) Max Uplift 4=-43(LC 8), 2=-59(LC 4) Max Grav 4=458(LC 1), 2=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-331/89 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 30 lb up at 2-9-8, 11 lb down and 30 lb up at 2-9-8, and 38 lb down and 55 lb up at 5-7-7, and 38 lb down and 55 lb up at 5-7-7 on top chord, and 3 lb down at 2-9-8, 3 lb down at 2-9-8, and 23 lb down at 5-7-7, and 23 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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=-80, 2-4=-20 Concentrated Loads (lb) Vert: 6=-76(F=-38, B=-38) 8=-23(F=-11, B=-11) November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG11 Truss Type Common Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716563 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-pYwtgNCykPV4JMqg04v3YsuKF3e0XLXfAL?kVbyHKdB Scale = 1:21.0 1 2 3 4 5 6 7 8 4x6 4x6 3x8 2x4 4x6 3x8 6-0-12 6-0-12 12-1-8 6-0-12 -0-10-8 0-10-8 6-0-12 6-0-12 12-1-8 6-0-12 0-9-02-9-40-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-10], [2:0-3-5,0-6-1], [4:Edge,0-1-10], [4:0-3-5,0-6-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.46 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=-31(LC 34) Max Uplift 2=-48(LC 4), 4=-38(LC 5) Max Grav 2=847(LC 1), 4=1242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1557/43, 3-4=-1547/39 BOT CHORD 2-5=-1/1357, 4-5=-1/1357 WEBS 3-5=0/621 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) 273 lb down and 20 lb up at 7-6-4, and 273 lb down and 20 lb up at 9-6-4, and 278 lb down and 15 lb up at 11-6-4 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 Continued on page 2 November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss TG11 Truss Type Common Girder Qty 1 Ply 2 McKeznie 16 Hamlet Job Reference (optional) I43716563 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-pYwtgNCykPV4JMqg04v3YsuKF3e0XLXfAL?kVbyHKdB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 2-4=-20 Concentrated Loads (lb) Vert: 6=-273(F) 7=-273(F) 8=-278(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss V01 Truss Type Valley Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716564 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-lx2e53DDG0loYgz38VyXdH_eJtOm?HfydfUrZUyHKd9 Scale = 1:9.5 1 2 3 2x4 2x4 2x4 4-0-14 4-0-14 0-0-41-4-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-2, 3=4-0-2 Max Horz 1=29(LC 6) Max Uplift 1=-2(LC 6), 3=-12(LC 6) Max Grav 1=149(LC 1), 3=149(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss V02 Truss Type Valley Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716565 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-hKAOVkFTod?Wo_7RFw_?ii3wmg2QTB9F5zzyeNyHKd7 Scale = 1:14.0 1 2 3 2x4 2x4 2x4 4-6-0 4-6-0 0-0-42-3-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.30 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-8, 3=4-5-8 Max Horz 1=54(LC 10) Max Uplift 3=-22(LC 10) Max Grav 1=186(LC 1), 3=186(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. November 20,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003443 Truss V03 Truss Type Valley Qty 1 Ply 1 McKeznie 16 Hamlet Job Reference (optional) I43716566 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 20 09:22:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:U9g7Qv4f323CYZE3piyvWuyHLw4-9Wjmj4G5Zx7NP7iepeVEFwcEz4SUCePOKdiVApyHKd6 Scale = 1:9.1 1 2 3 2x4 2x4 2x4 2-6-0 2-6-0 0-0-41-3-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.06 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-8, 3=2-5-8 Max Horz 1=25(LC 10) Max Uplift 3=-10(LC 10) Max Grav 1=86(LC 1), 3=86(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. November 20,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths