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Home My WebLink AboutGN020.2 - HAM 13 - Stamped Roof Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 20,2022 Liu, Xuegang Pages or sheets covered by this seal: I49798800 thru I49798835 My license renewal date for the state of Indiana is July 31, 2022. J21101825 McKeznie 13 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798800 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-1HFY7JyitkpqsAYtZhriZhAXHbGbsVgALZ7KRPztXRc Scale = 1:26.0 1 2 3 5 4 6 7 8 9 3x4 7x16 MT18HS 3x12 4x6 8-4-58-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-44-1-143-10-60-3-84-1-142.83 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [3:0-5-12,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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.33 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 48 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=116(LC 5) Max Uplift 5=-147(LC 4), 4=-95(LC 8) 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=-499/130, 3-4=-311/81 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 4 except (jt=lb) 5=147. 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) 11 lb down and 15 lb up at 2-9-8, 11 lb down and 15 lb up at 2-9-8, and 32 lb down and 48 lb up at 5-7-7, and 32 lb down and 48 lb up at 5-7-7 on top chord, and 37 lb up at 2-9-8, 37 lb up at 2-9-8, and 20 lb down and 25 lb up at 5-7-7, and 20 lb down and 25 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=1.00, Plate Increase=1.00 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) January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798801 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-_fMJY?_zOL3Y5UiGh6tAe6G0YO0oKOLTpscRWIztXRa Scale = 1:43.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 3x6 26-11-826-11-8 26-11-8 26-11-8 1-6-92-1-50.25 12 Plate Offsets (X,Y)-- [13:0-2-9,0-1-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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 26-11-8. (lb) - Max Horz 44=20(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 42, 43 Max Grav All reactions 250 lb or less at joint(s) 44, 23 except 24=283(LC 1), 25=287(LC 1), 26=284(LC 1), 27=285(LC 1), 28=284(LC 1), 29=284(LC 1), 30=284(LC 1), 31=284(LC 1), 32=284(LC 1), 33=284(LC 1), 35=284(LC 1), 36=284(LC 1), 37=284(LC 1), 38=284(LC 1), 39=285(LC 1), 40=284(LC 1), 41=287(LC 1), 42=273(LC 1), 43=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 21-24=-268/22, 20-25=-269/32, 19-26=-266/30, 18-27=-267/31, 17-28=-267/30, 16-29=-267/30, 15-30=-267/30, 14-31=-267/30, 12-32=-267/30, 11-33=-267/30, 10-35=-267/30, 9-36=-267/30, 8-37=-267/30, 7-38=-267/30, 6-39=-267/31, 5-40=-266/30, 4-41=-268/31, 3-42=-257/26, 2-43=-311/48 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 42, 43. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798802 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-SswhlL_b9fBPjdGSFpOPAJoBcoMC3rnc1WL_2kztXRZ Scale = 1:28.7 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 2x4 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 2x4 2x4 17-3-017-3-0 17-3-0 17-3-0 1-6-01-10-50.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.08 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: 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 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 17-3-0. (lb) - Max Horz 30=30(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 30, 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=287(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=288(LC 1), 29=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-17=-270/35, 13-18=-268/40, 11-19=-266/39, 10-20=-267/39, 9-21=-267/39, 8-22=-267/39, 7-23=-267/39, 6-24=-267/39, 5-25=-267/39, 4-26=-266/39, 3-28=-270/39, 2-29=-261/42 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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) 30, 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798803 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-w2U3yg?DwyJGKnreoWvejXLMMCiVoI_mGA5XaBztXRY Scale = 1:10.61 2 3 6 5 4 2x4 2x4 2x4 2x4 2x4 2x4 2-9-0 2-9-0 1-6-01-6-110.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-9-0, 4=2-9-0, 5=2-9-0 Max Horz 6=24(LC 7) Max Uplift 6=-8(LC 6), 4=-4(LC 7), 5=-5(LC 10) Max Grav 6=117(LC 1), 4=107(LC 1), 5=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-284/63 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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) 6, 4, 5. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798804 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-OE2RA00rhGR7yxQqMERtFkuX4c2hXlFvVqq56dztXRX Scale = 1:30.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 2x4 2x4 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 2x4 2x4 2x4 2x4 0-0-80-0-8 18-6-818-6-0 18-6-8 18-6-8 1-10-52-2-150.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 18-6-0. (lb) - Max Horz 32=8(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31 Max Grav All reactions 250 lb or less at joint(s) 32, 17 except 18=287(LC 1), 19=287(LC 1), 20=284(LC 1), 21=285(LC 1), 22=284(LC 1), 23=284(LC 1), 24=284(LC 1), 25=284(LC 1), 26=284(LC 1), 27=285(LC 1), 29=283(LC 1), 30=290(LC 1), 31=272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 15-18=-269/33, 14-19=-269/39, 13-20=-266/38, 11-21=-267/38, 10-22=-267/38, 9-23=-267/38, 8-24=-267/38, 7-25=-267/38, 6-26=-267/38, 5-27=-267/38, 4-29=-266/38, 3-30=-272/38, 2-31=-255/45 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31. 9) Non Standard bearing condition. Review required. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE05 Truss Type Flat Structural Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798805 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-sRcpNM1TSaZ_a5?1wxy6oxQio0OZGDJ2jUaef3ztXRW Scale = 1:24.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-5-014-5-0 14-5-0 14-5-0 2-8-15LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 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 14-5-0. (lb) - Max Horz 24=-46(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 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=30ft; 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=1.33 plate grip DOL=1.33 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) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE06 Truss Type Roof Special Structural Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798806 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-opjao22k_BphpP9P1M_atMW3pp2Ok7oLBo3ljyztXRU Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 5x6 14-4-1414-4-14 15-2-20-9-4 27-6-012-3-14 14-4-14 14-4-14 15-2-2 0-9-4 27-6-0 12-3-14 2-8-150-11-14Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 25 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-39,14-35: 2x4 SPF-S Stud 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 27-6-0. (lb) - Max Horz 50=46(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 50, 25, 39, 38, 36, 35, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 37, 34, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 50, 25, 39, 38, 36, 35, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 37, 34, 33, 32, 31, 30, 29, 28, 27, 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=30ft; 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=1.33 plate grip DOL=1.33 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 38, 36 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 50, 25, 39, 38, 36, 35, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 37, 34, 33, 32, 31, 30, 29, 28, 27, 26. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 37. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798807 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-lCrKDk4_Wo4P2iJo9n02ynbOndljC18ee6YsoqztXRS Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 3x6 3x6 27-3-027-3-0 27-3-0 27-3-0 1-6-02-0-130.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.07 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 88 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 27-3-0. (lb) - Max Horz 45=29(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44 Max Grav All reactions 250 lb or less at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44 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=30ft; 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=1.33 plate grip DOL=1.33 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798808 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-hbz5eP5E2QK7I0SBGC3W2CgkEQRBgxdx6Q1ysjztXRQ Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 3x6 3x6 27-2-827-2-8 27-2-8 27-2-8 1-6-02-0-130.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 88 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 27-2-8. (lb) - Max Horz 45=29(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44 Max Grav All reactions 250 lb or less at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44 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=30ft; 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=1.33 plate grip DOL=1.33 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798809 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-9nXTrl6spjS_vA1NqvalaQDuoqn6POz4K4mWO9ztXRP Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 2x4 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 2x4 2x4 2x4 2x4 2x4 2x4 19-4-819-4-8 19-4-8 19-4-8 2-0-142-5-120.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 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 19-4-8. (lb) - Max Horz 34=62(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 34, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33 Max Grav All reactions 250 lb or less at joint(s) 34, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33 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=30ft; 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=1.33 plate grip DOL=1.33 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) 34, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss GE10 Truss Type Monopitch Structural Gable Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798810 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-59fDGR87KLii9TBlyKcDfrI4neEPt4bNoOFdT2ztXRN Scale = 1:32.7 1 2 3 4 5 9 8 7 6 33 34 5x6 4x6 3x6 4x6 3x8 3x8 2x4 3x6 3x8 3x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-10-09-10-0 19-8-09-10-0 6-7-13 6-7-13 13-0-3 6-4-5 19-8-0 6-7-13 2-0-132-5-120.25 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-8], [4:0-6-0,0-0-6], [5:Edge,0-3-8], [8:0-3-0,0-3-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.95 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.44 0.06 0.10 (loc) 7-9 7-9 6 7 l/defl >999 >530 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 1 Row at midpt 2-9, 4-6 REACTIONS. (size)9=0-3-8, 6=0-5-4 Max Horz 9=49(LC 9) Max Uplift 9=-61(LC 6), 6=-60(LC 10) Max Grav 9=969(LC 1), 6=969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2387/509 BOT CHORD 7-9=-593/2286, 6-7=-557/2145 WEBS 2-9=-2249/634, 2-7=0/367, 4-7=0/470, 4-6=-2148/596 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 13-6-4, Corner(3) 13-6-4 to 19-6-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798811 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-59fDGR87KLii9TBlyKcDfrIDreQdtHCNoOFdT2ztXRN Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.17 0.12 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 240 240 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=51(LC 7) Max Uplift 6=-31(LC 6), 3=-11(LC 10), 4=-27(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. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798812 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-ZMCbUn8l5eqZndmyV27SC2rMZ2i9cjgX12?A?UztXRM Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 4-0-73-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-63-2-33-6-64.00 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.40 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.07 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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=65(LC 7) Max Uplift 6=-29(LC 6), 3=-37(LC 10), 4=-2(LC 7) 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=-281/21 WEBS 2-5=-110/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798813 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-1Ym_h79NsyyQOnL83lehlGOXJR2OL9wgFikjXwztXRL Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 4-0-73-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-63-2-33-6-64.00 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.40 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.07 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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=65(LC 7) Max Uplift 6=-29(LC 6), 3=-37(LC 10), 4=-2(LC 7) 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=-281/21 WEBS 2-5=-110/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798814 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-1Ym_h79NsyyQOnL83lehlGOZLR65LAigFikjXwztXRL Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.17 0.12 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 240 240 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=51(LC 7) Max Uplift 6=-31(LC 6), 3=-11(LC 10), 4=-27(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. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M01 Truss Type Monopitch Qty 9 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798815 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-WkKMvTA?dG4H0xwKdT9wHTwZTrPy4dIqUMUH4NztXRK Scale = 1:26.2 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-2-43-10-120-3-84-2-44.00 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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 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=78(LC 7) Max Uplift 5=-30(LC 6), 4=-45(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=-350/163 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; 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=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M02 Truss Type Monopitch Qty 3 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798816 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-_xuk6pBdOZC8e5VXBAhAqhTlzFd?psZzj0DqcpztXRJ Scale = 1:45.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x4 5x8 3x6 3x4 3x6 5x8 3x6 5x12 2x4 4x8 5x12 3x6 5x12 6x16 3x8 2x4 5x12 5x8 3-10-113-10-11 7-5-143-7-3 11-1-13-7-3 14-8-43-7-3 18-8-33-11-15 22-8-13-11-15 26-11-84-3-7 3-10-11 3-10-11 7-5-14 3-7-3 11-1-1 3-7-3 14-8-4 3-7-3 18-8-3 3-11-15 22-8-1 3-11-15 26-11-8 4-3-7 1-6-92-1-50.25 12 Plate Offsets (X,Y)-- [4:0-3-7,0-2-0], [7:0-3-8,0-1-8], [9:0-3-7,0-2-8], [12:0-3-8,0-2-8], [15:0-3-8,0-2-8], [17:0-3-8,0-2-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.01 0.02 (loc) 16-17 16-17 13 16 l/defl >999 >840 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-17,4-16,5-15,5-13,5-12,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-5-4 oc bracing: 13-15 4-9-4 oc bracing: 12-13. REACTIONS. (size)18=0-5-8, 10=Mechanical, 13=0-3-8 Max Horz 18=20(LC 7) Max Uplift 18=-24(LC 6), 10=-18(LC 6), 13=-69(LC 10) Max Grav 18=1231(LC 1), 10=910(LC 1), 13=3548(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1181/90, 1-2=-2455/163, 2-3=-2449/150, 3-4=-2449/152, 4-5=-569/28, 5-7=-328/15, 7-8=-1281/83, 8-9=-1282/85, 9-10=-865/75 BOT CHORD 16-17=-178/2447, 15-16=-37/563, 13-15=-2646/162, 12-13=-2646/162, 11-12=-21/319 WEBS 1-17=-151/2442, 2-17=-763/83, 3-16=-712/73, 4-16=-136/2032, 4-15=-1406/118, 5-15=-216/3498, 5-13=-3389/239, 5-12=-196/3183, 7-12=-1160/106, 7-11=-71/1032, 8-11=-875/100, 9-11=-87/1297 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 20-9-12, Corner(3) 20-9-12 to 26-9-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 18, 10, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M03 Truss Type Monopitch Qty 5 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798817 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-S7S6J9CF9tK_FF4jkuCPMu?w2f0kYMb6xgzO8FztXRI Scale = 1:58.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 3x4 5x8 3x8 6x16 3x6 3x6 4x8 3x6 4x10 2x4 4x10 5x12 8x16 3x6 6x16 4x10 4x10 3x6 2x4 4x10 4x6 4x10 3x6 3x6 4x6 3-10-133-10-13 7-6-23-7-5 11-1-73-7-5 14-8-123-7-5 18-6-33-9-7 22-3-113-9-7 26-1-23-9-7 29-10-93-9-7 33-11-84-0-15 3-10-13 3-10-13 7-6-2 3-7-5 11-1-7 3-7-5 14-8-12 3-7-5 18-6-3 3-9-7 22-3-11 3-9-7 26-1-2 3-9-7 29-10-9 3-9-7 33-11-8 4-0-15 1-6-92-3-10-11-82-3-10.25 12 Plate Offsets (X,Y)-- [4:0-3-7,0-2-1], [7:0-3-8,0-2-0], [12:0-7-8,0-3-0], [14:0-3-8,0-2-0], [16:0-3-8,0-2-0], [18:0-3-8,0-3-0], [20:0-3-8,0-2-8], [21:0-1-12,0-1-12], [23:0-3-8,0-2-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.68 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.32 -0.01 0.03 (loc) 15-16 15-16 26 15 l/defl >999 >718 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E, 17-22: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 12-13,1-23,5-19,7-16,8-15,12-14: 2x4 SPF No.2 4-21,5-20,5-18: 2x4 SPF 2100F 1.8E OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. REACTIONS. (size)24=0-5-8, 19=0-5-8, 26=0-5-0 Max Horz 24=21(LC 7) Max Uplift 24=-20(LC 6), 19=-87(LC 10), 26=-31(LC 6) Max Grav 24=1060(LC 1), 19=4458(LC 1), 26=1566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1015/66, 1-2=-1984/108, 2-3=-1572/80, 3-4=-1572/82, 4-5=-39/722, 5-7=-335/8, 7-8=-2968/142, 8-9=-3625/179, 9-11=-3625/181, 11-12=-2656/136 BOT CHORD 21-23=-125/1976, 20-21=-713/27, 19-20=-4253/209, 18-19=-4253/209, 16-18=-17/326, 15-16=-149/2959, 14-15=-137/2647, 13-14=-22/409 WEBS 1-23=-96/1957, 2-23=-603/64, 2-21=-440/32, 3-21=-721/66, 4-21=-132/2463, 4-20=-1554/111, 5-20=-199/3857, 5-19=-4288/247, 5-18=-245/4953, 7-18=-1902/127, 7-16=-144/2870, 8-16=-1080/87, 8-15=-38/722, 9-15=-740/70, 11-15=-52/1082, 11-14=-1237/98, 12-14=-132/2566, 12-26=-1693/89 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 27-4-4, Corner(3) 27-4-4 to 33-4-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 19, 26. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M04 Truss Type Monopitch Qty 8 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798818 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-wJ0UXUCtwBSrtOfvIbjev6Y6Y3IMHo8GAKixhhztXRH Scale = 1:62.3 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 3x4 5x8 3x8 6x16 3x6 3x8 MT18HS3x12 3x6 3x6 3x6 6x16 2x4 5x12 5x12 8x16 3x8 6x16 5x12 6x8 3x6 2x4 4x10 4x6 5x8 3x6 3x6 4x8 3-7-103-7-10 6-11-133-4-2 10-3-153-4-2 13-8-23-4-2 17-0-43-4-2 20-9-113-9-7 24-7-33-9-7 28-4-103-9-7 32-2-13-9-7 36-3-04-0-15 3-7-10 3-7-10 6-11-13 3-4-2 10-3-15 3-4-2 13-8-2 3-4-2 17-0-4 3-4-2 20-9-11 3-9-7 24-7-3 3-9-7 28-4-10 3-9-7 32-2-1 3-9-7 36-3-0 4-0-15 1-6-02-3-10-11-82-3-10.25 12 Plate Offsets (X,Y)-- [5:0-3-7,0-2-9], [8:0-3-8,0-2-8], [13:0-7-8,0-3-0], [15:0-3-8,0-2-8], [17:0-3-8,0-3-0], [19:0-3-8,0-3-0], [21:0-3-8,0-2-8], [25:0-3-8,0-1-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.85 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 -0.00 0.03 (loc) 16-17 16-17 28 16 l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 141 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 23-26: 2x4 SPF 2100F 1.8E, 18-23: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 13-14,1-25,7-20,8-17,9-16,13-15: 2x4 SPF No.2 5-22,7-21,7-19: 2x4 SPF 2100F 1.8E OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-9 oc bracing. REACTIONS. (size)26=0-5-8, 20=0-5-8, 28=0-5-0 Max Horz 26=21(LC 7) Max Uplift 26=-25(LC 6), 20=-93(LC 10), 28=-30(LC 6) Max Grav 26=1306(LC 1), 20=4760(LC 1), 28=1507(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1251/72, 1-2=-2635/131, 2-3=-2983/143, 3-4=-1698/77, 4-5=-1699/79, 5-7=-60/1168, 8-9=-2578/116, 9-10=-3392/157, 10-12=-3392/159, 12-13=-2534/121 BOT CHORD 24-25=-149/2628, 22-24=-159/2975, 21-22=-1159/48, 20-21=-4959/231, 19-20=-4959/231, 16-17=-123/2569, 15-16=-122/2525, 14-15=-19/390 WEBS 1-25=-120/2639, 2-25=-855/71, 2-24=-10/372, 3-22=-1385/73, 4-22=-692/62, 5-22=-153/3121, 5-21=-1804/115, 7-21=-202/4194, 7-20=-4582/248, 7-19=-241/5138, 8-19=-1976/126, 8-17=-143/3029, 9-17=-1146/87, 9-16=-43/894, 10-16=-748/68, 12-16=-45/958, 12-15=-1179/90, 13-15=-117/2449, 13-28=-1631/80 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 29-7-12, Corner(3) 29-7-12 to 35-7-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 20, 28. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M05 Truss Type Monopitch Qty 3 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798819 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-OWatkqDWhUaiVYD6sIEtSJ5DcSf30D3PP_SUD8ztXRG Scale = 1:28.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 6x10 3x8 4x6 3x16 MT18HS5x12 5x12 5x12 3x6 2x4 5x12 4x8 5x12 5x12 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-7-83-4-0 17-3-03-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 17-3-0 3-7-8 1-6-01-10-50.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [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], [11:0-3-8,0-2-8], [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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.82 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.43 0.06 0.05 (loc) 10-11 10-11 8 10-11 l/defl >692 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 63 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,7-9: 2x4 SPF 2100F 1.8E, 6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=0-5-8 Max Horz 14=30(LC 7) Max Uplift 14=-36(LC 6), 8=-35(LC 10) Max Grav 14=1809(LC 1), 8=1809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1752/175, 1-2=-3984/371, 2-3=-5475/488, 3-4=-5224/466, 4-6=-5224/468, 6-7=-3451/327, 7-8=-1759/177 BOT CHORD 11-13=-354/3976, 10-11=-468/5466, 9-10=-300/3442 WEBS 1-13=-365/4059, 2-13=-1318/153, 2-11=-122/1597, 3-11=-537/70, 3-10=-270/26, 4-10=-648/80, 6-10=-157/1944, 6-9=-1484/170, 7-9=-335/3672 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 11-1-4, Corner(3) 11-1-4 to 17-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M07 Truss Type Monopitch Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798820 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-si8FyAE8SoiZ6ioIQ0l6_XdRzs?fliPZeeB2laztXRF Scale = 1:45.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 5x8 4x6 3x12 3x6 3x12 5x16 MT18HS 6x8 3x6 3x6 3x6 3x6 4x6 4x8 6-11-86-11-8 13-7-86-8-0 20-3-86-8-0 27-3-06-11-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-7-8 5-4-0 27-3-0 5-7-8 1-6-02-0-130.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.80 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 -0.97 0.15 0.29 (loc) 10-12 10-12 8 10-12 l/defl >560 >335 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 104 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 1 Row at midpt 2-13, 6-8 REACTIONS. (size)13=0-3-8, 8=Mechanical Max Horz 13=29(LC 7) Max Uplift 13=-84(LC 6), 8=-85(LC 10) Max Grav 13=1348(LC 1), 8=1348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4978/911, 3-5=-5994/1090, 5-6=-4192/763 BOT CHORD 12-13=-915/4375, 10-12=-1217/6096, 9-10=-1121/5658, 8-9=-735/3623 WEBS 2-13=-4320/872, 2-12=-15/792, 3-12=-1194/308, 5-10=0/407, 5-9=-1578/377, 6-9=-56/899, 6-8=-3686/751 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 21-1-4, Corner(3) 21-1-4 to 27-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M08 Truss Type Monopitch Qty 9 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798821 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-Kuhd9WFmD6qQksNUzjGLXkAa5GNOU8MisIxbH0ztXRE Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 4x8 4x8 3x16 MT18HS 3x6 4x8 3x16 MT18HS 5x12 3x6 3x8 4x8 6x16 2x4 8x16 4x8 3x8 3x6 3x6 3x6 9-3-129-3-12 18-4-09-0-4 27-4-49-0-4 36-11-109-7-6 46-10-89-10-14 7-0-11 7-0-11 13-9-14 6-9-3 20-7-1 6-9-3 27-4-4 6-9-3 33-9-3 6-4-15 40-2-1 6-4-15 46-10-8 6-8-7 1-6-02-5-120.25 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.70 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.76 0.10 0.22 (loc) 15-17 15-17 11 15-17 l/defl >747 >430 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-18,8-14: 2x4 SPF No.2, 5-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 2-18, 3-15, 5-14, 8-14, 9-11 REACTIONS. (size)18=0-3-8, 11=0-5-4, 14=0-3-8 Max Horz 18=63(LC 7) Max Uplift 18=-67(LC 6), 11=-36(LC 6), 14=-188(LC 10) Max Grav 18=1081(LC 1), 11=576(LC 1), 14=3002(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-260/79, 2-3=-3988/480, 3-5=-1906/204, 5-6=-578/3922, 6-8=-573/3920, 8-9=-432/0 BOT CHORD 17-18=-601/3791, 15-17=-588/3751, 14-15=-129/707, 12-14=-404/45, 11-12=-158/907 WEBS 2-18=-3632/602, 2-17=0/493, 3-17=0/478, 3-15=-1951/436, 5-15=-55/1425, 5-14=-4766/763, 6-14=-577/178, 8-14=-3663/591, 8-12=0/968, 9-12=-569/241, 9-11=-860/192 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 40-8-12, Corner(3) 40-8-12 to 46-8-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 18, 11 except (jt=lb) 14=188. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss M09 Truss Type Monopitch Qty 2 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798822 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-o5F?NsFO_PzHM0ygXRoa3yjoggfDDcgr5yg8qTztXRD Scale: 3/8"=1' 1 2 3 4 5 9 8 7 6 10 11 5x6 4x6 3x6 4x6 3x8 3x8 3x8 3x6 3x8 9-8-49-8-4 19-4-89-8-4 6-6-11 6-6-11 12-9-13 6-3-3 19-4-8 6-6-11 2-0-142-5-120.25 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.92 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.41 0.06 0.09 (loc) 7-9 7-9 6 7 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. WEBS 1 Row at midpt 2-9, 4-6 REACTIONS. (size)9=Mechanical, 6=0-3-8 Max Horz 9=49(LC 9) Max Uplift 9=-60(LC 6), 6=-59(LC 10) Max Grav 9=954(LC 1), 6=954(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2312/501 BOT CHORD 7-9=-580/2214, 6-7=-546/2079 WEBS 2-9=-2182/622, 2-7=0/358, 4-7=0/457, 4-6=-2085/585 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 13-2-12, Corner(3) 13-2-12 to 19-2-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 9, 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 3 McKeznie 13 Hamlet Job Reference (optional) I49798823 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-o5F?NsFO_PzHM0ygXRoa3yjoQgkODaQr5yg8qTztXRD Scale = 1:28.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x6 6x10 4x8 3x4 4x8 5x10 MT18HS6x10 3x12 5x8 3x6 3x6 3x8 4x8 4x8 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-7-83-4-0 17-3-03-7-8 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-7-8 3-4-0 17-3-0 3-7-8 1-6-01-10-50.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8], [6:0-3-8,0-2-0], [9:0-3-8,0-2-0], [11:0-3-8,0-2-8], [13:0-3-8,0-3-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.59 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.39 0.04 0.04 (loc) 10-11 10-11 8 10-11 l/defl >768 >528 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 277 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-13: 2x4 SPF 2100F 1.8E, 2-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 8=0-5-8 Max Horz 14=27(LC 7) Max Uplift 14=-81(LC 4), 8=-79(LC 8) Max Grav 14=4116(LC 1), 8=4047(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-3849/87, 1-2=-11117/215, 2-3=-17605/344, 3-4=-16539/325, 4-6=-9341/187, 6-7=-391/15, 7-8=-413/20 BOT CHORD 13-14=-13/557, 11-13=-208/11106, 10-11=-335/17589, 9-10=-314/16512, 8-9=-175/9321 WEBS 1-13=-216/11014, 2-13=-3226/95, 2-11=-134/6837, 3-11=-2283/72, 3-10=-1143/22, 4-10=0/286, 4-9=-7685/150, 6-9=-21/2705, 6-8=-9560/186 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered 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, Except member 2-13 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 14, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-15=-200, 5-15=-850, 5-7=-200, 8-14=-13 January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T01 Truss Type Hip Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798824 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-HHpNaCG0lj58zAXt58Jpc9FyY46Dy52?KbQiMvztXRC Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 5x12 5x12 3x4 3x6 3x6 5x12 2x4 3x6 8x8 3x4 8x8 8-0-08-0-0 13-7-85-7-8 19-3-05-7-8 19-3-120-0-12 27-3-07-11-4 -1-2-8 1-2-8 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 28-5-8 1-2-8 2-2-44-8-114-10-42-2-44-8-114.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-0,0-1-11], [5:0-6-0,0-1-11], [6:0-3-8,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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.49 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.01 0.02 (loc) 12-13 12-13 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size)13=0-3-8, 9=0-3-8, 8=0-3-8 Max Horz 13=26(LC 9) Max Uplift 13=-98(LC 6), 9=-59(LC 7), 8=-68(LC 7) Max Grav 13=1023(LC 1), 9=1516(LC 1), 8=397(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1106/181, 3-4=-771/200, 4-5=-771/200, 5-6=0/265, 2-13=-948/229, 6-8=-327/163 BOT CHORD 10-12=-35/953 WEBS 4-10=-503/137, 5-10=-136/1190, 5-9=-1273/224, 2-12=-19/778, 6-9=-358/98 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 22-5-8, Exterior(2E) 22-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 13, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T02 Truss Type Hip Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798825 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-lTNmnYHeW1D?bJ63fsq29No77TNnhVb8ZF9FuLztXRB Scale = 1:49.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x10 5x12 3x6 3x12 3x6 2x4 4x6 3x6 3x6 4x8 3x8 3x4 10-0-010-0-0 17-3-07-3-0 19-3-122-0-12 27-3-07-11-4 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 17-3-0 7-3-0 22-1-4 4-10-4 27-3-0 5-1-12 28-5-8 1-2-8 2-2-45-4-115-6-42-2-45-4-114.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.78 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.45 0.02 0.02 (loc) 13-14 13-14 10 13 l/defl >999 >516 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size)10=0-3-8, 14=0-3-8, 9=0-3-8 Max Horz 14=-20(LC 8) Max Uplift 10=-64(LC 7), 14=-94(LC 6), 9=-58(LC 7) Max Grav 10=1559(LC 1), 14=1010(LC 23), 9=397(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-937/176, 4-5=-842/190, 5-6=0/338, 2-14=-324/145, 7-9=-310/148 BOT CHORD 13-14=-82/888 WEBS 5-13=-67/818, 5-10=-1156/149, 6-10=-429/143, 3-14=-1010/155 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 5-0-0, Exterior(2R) 5-0-0 to 22-2-7, Exterior(2E) 22-2-7 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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, 14, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T03 Truss Type Hip Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798826 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:22:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-Dgx8?uIGHKLsDThFCZLHhaLKetoKQ0SInvvpQoztXRA Scale = 1:49.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 5x12 4x6 3x4 3x6 3x6 3x8 3x6 4x10 3x4 8x8 3x8 3x6 5x12 6-1-126-1-12 12-0-05-10-4 15-3-03-3-0 19-3-124-0-12 27-3-07-11-4 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 21-1-4 5-10-4 27-3-0 6-1-12 28-5-8 1-2-8 2-2-46-0-116-2-42-2-46-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-6-0,0-1-11], [14:0-3-8,0-1-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.44 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.02 0.02 (loc) 9-10 9-10 9 13-14 l/defl >960 >489 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)15=0-3-8, 10=0-3-8, 9=0-3-8 Max Horz 15=13(LC 9) Max Uplift 15=-93(LC 6), 10=-36(LC 7), 9=-69(LC 7) Max Grav 15=1066(LC 1), 10=1339(LC 1), 9=529(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/199, 3-4=-878/198, 4-5=-512/189, 5-6=-617/176, 2-15=-1007/223, 7-9=-345/161 BOT CHORD 13-14=-67/1066, 11-13=0/750, 10-11=-371/114 WEBS 3-13=-391/92, 4-13=0/329, 4-11=-529/40, 6-11=-102/1061, 6-10=-1312/252, 2-14=-89/1043 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Exterior(2R) 4-9-8 to 22-5-8, Exterior(2E) 22-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 15, 10, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T04 Truss Type COMMON Qty 6 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798827 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-hsVWCEJv1eTjqdGSmHsWEotSzH?49W1R0ZeMzEztXR9 Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x10 3x6 4x6 4x6 3x6 4x6 4x6 5x8 3x6 3x8 9-9-109-9-10 19-3-129-6-2 27-3-07-11-4 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.99 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.41 0.02 0.02 (loc) 9-11 11-12 9 11 l/defl >998 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-9, 3-12 REACTIONS. (size)9=0-3-8, 12=0-3-8, 8=0-3-8 Max Horz 12=16(LC 14) Max Uplift 9=-33(LC 7), 12=-85(LC 6), 8=-62(LC 7) Max Grav 9=1623(LC 2), 12=1004(LC 1), 8=411(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-938/180, 4-5=0/311, 2-12=-395/170, 6-8=-381/174 BOT CHORD 11-12=-67/953, 9-11=0/469 WEBS 3-11=-372/162, 4-11=-8/704, 4-9=-1046/84, 5-9=-613/188, 3-12=-988/100 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 7-7-8, Exterior(2R) 7-7-8 to 19-7-8, Interior(1) 19-7-8 to 22-5-8, Exterior(2E) 22-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 12, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T05 Truss Type Common Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798828 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-923uQZJXoybaSnreK_Nlm?QbphVnuvbbFDOvVgztXR8 Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x10 3x4 3x6 3x8 3x6 3x6 3x6 3x6 6x6 3x4 6x6 6-11-86-11-8 13-4-126-5-4 20-3-86-10-12 27-3-06-11-8 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [6:0-3-0,0-2-0] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.38 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.01 (loc) 12-13 12-13 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. WEBS 1 Row at midpt 5-10, 3-10 REACTIONS. (size)13=0-3-8, 10=0-3-8, 8=0-5-8 Max Horz 13=16(LC 10) Max Uplift 13=-71(LC 6), 10=-28(LC 6), 8=-72(LC 7) Max Grav 13=656(LC 23), 10=1677(LC 1), 8=680(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/90, 3-4=0/424, 4-5=0/398, 5-6=-568/94, 2-13=-592/160, 6-8=-617/162 BOT CHORD 10-12=-33/424, 9-10=-19/464 WEBS 4-10=-685/109, 5-10=-808/128, 3-10=-796/131, 2-12=0/346, 6-9=0/388 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-9-8, Interior(1) 4-9-8 to 7-7-8, Exterior(2R) 7-7-8 to 19-7-8, Interior(1) 19-7-8 to 22-5-8, Exterior(2E) 22-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 13, 10, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T06 Truss Type FLAT Qty 1 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798829 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-dEcGdvK9ZFjR4xPquhu_JDzzK5ujdXCkTt7T16ztXR7 Scale = 1:16.5123 5 4 3x4 2x4 2x4 3x4 3x4 4-7-84-7-8 2-3-12 2-3-12 4-7-8 2-3-12 2-8-15LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=Mechanical Max Horz 5=-34(LC 8) Max Uplift 5=-15(LC 6), 4=-16(LC 7) Max Grav 5=173(LC 1), 4=173(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=30ft; 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=1.33 plate grip DOL=1.33 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) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T07 Truss Type Flat Qty 3 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798830 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-dEcGdvK9ZFjR4xPquhu_JDzvb5sLdQEkTt7T16ztXR7 Scale = 1:25.4 1 2 3 4 5 10 9 8 7 6 11 12 13 14 2x4 3x6 6x16 2x4 4x8 2x4 3x8 2x4 2x4 3x12 4x6 3-8-23-8-2 7-2-83-6-6 10-8-143-6-6 14-10-84-1-10 3-8-2 3-8-2 7-2-8 3-6-6 10-8-14 3-6-6 14-10-8 4-1-10 2-8-150-11-142-8-15LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.30 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.02 (loc) 8 8 12 8 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x6 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)10=0-3-8, 12=0-5-0 Max Horz 10=-39(LC 8) Max Uplift 10=-32(LC 6), 12=-31(LC 7) Max Grav 10=580(LC 1), 12=550(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-554/172, 1-2=-662/202, 2-3=-662/202, 3-4=-705/204, 4-5=-705/204 BOT CHORD 8-9=-238/884, 7-8=-238/884 WEBS 1-9=-213/786, 2-9=-252/119, 3-9=-270/63, 5-7=-204/718, 5-12=-572/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 8-3-4, Corner(3) 8-3-4 to 14-3-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss T09 Truss Type Roof Special Qty 13 Ply 1 McKeznie 13 Hamlet Job Reference (optional) I49798831 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-Zdk12bMP5tz8JEZD?6xSOe2FDuXq5Lt1xBca6?ztXR5 Scale = 1:49.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 2x4 3x6 3x6 3x6 2x4 2x4 9x22 MT18HS 3x8 2x4 3x12 2x4 3x8 2x4 3x8 3x6 3x6 3x8 2x4 3x8 6x6 3x6 3-9-14 3-9-14 7-4-3 3-6-6 10-10-9 3-6-6 14-4-14 3-6-6 15-1-8 0-8-10 15-2-2 0-0-10 19-2-4 4-0-2 23-2-6 4-0-2 27-6-0 4-3-10 3-9-14 3-9-14 7-4-3 3-6-6 10-10-9 3-6-6 14-4-14 3-6-6 15-2-2 0-9-4 19-2-4 4-0-2 23-2-6 4-0-2 27-6-0 4-3-10 2-8-150-11-82-8-150-11-14Plate Offsets (X,Y)-- [16:0-7-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.36 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) 19 19 23 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 118 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-17,7-14: 2x4 SPF-S Stud 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, Except: 6-0-0 oc bracing: 17-18,15-16. REACTIONS. (size)21=0-3-8, 16=0-8-0, 23=0-3-8 Max Horz 21=-38(LC 8) Max Uplift 21=-28(LC 6), 16=-68(LC 7), 23=-23(LC 6) Max Grav 21=509(LC 1), 16=1204(LC 1), 23=440(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-482/97, 1-2=-574/113, 2-3=-574/113, 3-4=-374/65, 4-6=-73/459, 6-7=-78/472, 8-9=-491/81, 11-22=-39/327, 10-22=-39/327 BOT CHORD 19-20=-107/675, 18-19=-107/675, 7-15=-22/292, 12-13=-82/542, 11-12=-82/542 WEBS 1-20=-108/670, 2-20=-257/87, 3-18=-366/69, 16-18=-63/420, 4-16=-908/150, 13-15=-75/499, 8-15=-631/103, 9-11=-553/95, 7-16=-536/86, 10-23=-449/79 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 21-0-12, Corner(3) 21-0-12 to 27-0-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 16, 23. 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. January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 13 Hamlet Job Reference (optional) I49798832 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-2pIPFxM1sA5?xO8PZqShxrbKmIpVqg9AArM7eRztXR4 Scale = 1:49.1 1 2 3 4 5 6 7 14 13 12 11 10 9 815161718192021 5x12 5x12 2x4 4x6 3x8 4x6 4x6 3x6 3x6 6x6 2x4 3x8 6-0-06-0-0 12-7-146-7-14 19-3-126-7-14 21-3-01-11-4 27-3-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 28-5-8 1-2-8 2-2-44-0-114-2-42-2-44-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-3-0], [3:0-6-0,0-1-11], [5:0-6-0,0-1-11], [6:0-3-3,0-1-8], [13:0-3-8,0-1-8] 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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.52 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.05 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS. (size)14=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 14=35(LC 20) Max Uplift 14=-293(LC 4), 10=-651(LC 5), 8=-121(LC 21) Max Grav 14=1812(LC 21), 10=3999(LC 1), 8=242(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2452/413, 3-4=-2097/367, 4-5=-130/986, 5-6=-54/432, 2-14=-1783/325 BOT CHORD 11-13=-333/2249, 10-11=-265/1807, 9-10=-412/101 WEBS 3-13=-174/394, 4-11=-158/1132, 4-10=-3316/548, 5-10=-1374/248, 5-9=-99/620, 2-13=-348/2272, 6-9=-424/90 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=293, 10=651, 8=121. 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 188 lb up at 6-0-0, 253 lb down and 65 lb up at 8-0-12, 253 lb down and 65 lb up at 10-0-12, 253 lb down and 65 lb up at 12-0-12, 253 lb down and 65 lb up at 14-0-12, 253 lb down and 65 lb up at 16-0-12, 253 lb down and 65 lb up at 18-0-12, and 253 lb down and 65 lb up at 20-0-12, and 653 lb down and 188 lb up at 21-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 13 Hamlet Job Reference (optional) I49798832 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:05 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-2pIPFxM1sA5?xO8PZqShxrbKmIpVqg9AArM7eRztXR4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-14=-20 Concentrated Loads (lb) Vert: 13=-653 9=-653 15=-253 16=-253 17=-253 18=-253 19=-253 20=-253 21=-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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss TG03 Truss Type FLAT GIRDER Qty 1 Ply 2 McKeznie 13 Hamlet Job Reference (optional) I49798833 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-W0snTHNfdUDsYYjb7XzwT37e?iGZZGuKOV5gAuztXR3 Scale = 1:16.5123 6 5 4 2x4 4x6 2x4 3x8 2x4 4x6 2-3-122-3-12 4-7-82-3-12 2-3-12 2-3-12 4-7-8 2-3-12 2-8-15LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.09 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) 5 5 4 5 l/defl >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 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=Mechanical Max Horz 6=-43(LC 6) Max Uplift 6=-74(LC 6), 4=-74(LC 7) Max Grav 6=1213(LC 1), 4=1213(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1126/554, 1-2=-570/296, 2-3=-570/296, 3-4=-1126/554 WEBS 1-5=-397/828, 2-5=-1318/672, 3-5=-397/828 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 0-8-0 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=30ft; 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=1.33 plate grip DOL=1.33 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) 6, 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-547(F=-480), 4-6=-13 January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss TG04 Truss Type FLAT GIRDER Qty 1 Ply 2 McKeznie 13 Hamlet Job Reference (optional) I49798834 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-_CQ9gdOIOoLjAiIogFU90GgoH6aaIfcTd9rEiKztXR2 Scale = 1:13.3123 6 5 4789 2x4 3x8 2x4 4x10 2x4 3x8 2-3-122-3-12 4-7-82-3-12 2-3-12 2-3-12 4-7-8 2-3-12 2-1-5LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.23 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=Mechanical Max Horz 6=-33(LC 4) Max Uplift 6=-47(LC 4), 4=-59(LC 5) Max Grav 6=1684(LC 1), 4=2205(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1339/44, 1-2=-1366/34, 2-3=-1366/34, 3-4=-1339/44 WEBS 1-5=-52/1750, 2-5=-637/48, 3-5=-52/1750 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 0-5-0 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 6, 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) 901 lb down and 27 lb up at 1-4-12, and 901 lb down and 27 lb up at 2-8-12, and 902 lb down and 25 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-260, 4-6=-13 Concentrated Loads (lb) Vert: 7=-901(F) 8=-901(F) 9=-902(F)January 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21101825 Truss TG05 Truss Type Flat Girder Qty 1 Ply 2 McKeznie 13 Hamlet Job Reference (optional) I49798835 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Jan 20 07:23:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YCoiTnylugRKgvGDx7cqHRzEvYZ-SO_XuzPw95Taost_Ey?OYUDyYVs11ENcspanFmztXR1 Scale = 1:13.112 4 3 5 6 7 8 3x6 3x4 2x4 5x6 4-10-04-10-0 4-10-0 4-10-0 2-0-13LOADING (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 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.47 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >939 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 2x8 SP 2400F 2.0E 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=0-3-8 Max Horz 4=-46(LC 4) Max Uplift 4=-185(LC 4), 3=-195(LC 5) Max Grav 4=2431(LC 1), 3=2552(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: 2x8 - 2 rows staggered at 0-6-0 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=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 4=185, 3=195. 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) 1329 lb down and 104 lb up at 1-0-12, 934 lb down and 80 lb up at 2-0-12, and 1328 lb down and 105 lb up at 3-0-12, and 938 lb down and 77 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1329(B) 6=-934(F) 7=-1328(B) 8=-938(F) January 20,2022 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