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HomeMy WebLinkAboutGN010.1 Truss engr stamp16023 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). April 28,2021 Liu, Xuegang Pages or sheets covered by this seal: I45855705 thru I45855747 My license renewal date for the state of Indiana is July 31, 2022. j21102579 LOT# 264 JACKSONS GRANT 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 J21102579 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855705 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:32:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-74ngDFtnQNixH1TVkh0EIP?tg6evFm74ClpczRzMTm3 Scale = 1:80.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 3x4 3x6 3x6 3x4 3x4 3x6 5x6 5x6 3x6 36-2-036-2-0 -0-10-8 0-10-8 15-8-3 15-8-3 20-5-13 4-9-11 36-2-0 15-8-3 37-0-8 0-10-8 1-6-912-0-01-6-912-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-0,0-3-0], [10:0-3-0,0-0-2], [13:0-4-4,0-2-4], [22:0-2-0,0-1-4], [24:Edge,0-2-8], [33:0-2-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 23 23 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 753 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 13-32,12-34,11-35,9-37,14-31: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-32, 12-34, 11-35, 9-37, 8-38, 7-39, 14-31, 15-30 REACTIONS.All bearings 36-2-0. (lb) - Max Horz 44=-215(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 44, 24, 34, 38, 39, 40, 41, 42, 43, 31, 30, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 44, 24, 32, 34, 35, 37, 38, 39, 40, 41, 42, 43, 31, 30, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-146/252, 8-9=-177/305, 9-10=-176/297, 10-11=-161/282, 11-12=-161/282, 12-13=-161/282, 13-14=-188/322, 14-15=-162/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-5-6, Exterior(2N) 2-5-6 to 15-8-3, Corner(3R) 15-8-3 to 19-3-9, Exterior(2N) 19-3-9 to 20-5-13, Corner(3R) 20-5-13 to 24-1-4, Exterior(2N) 24-1-4 to 37-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 24, 34, 38, 39, 40, 41, 42, 43, 31, 30, 29, 28, 27, 26, 25. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855706 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:32:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-bGL3RauPBhqovB2hIOXTqdY23V_S_7gERPZ9VtzMTm2 Scale = 1:50.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 12-7-812-7-8 -0-10-8 0-10-8 6-3-12 6-3-12 12-7-8 6-3-12 13-6-0 0-10-8 1-7-87-11-41-7-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.08 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-8. (lb) - Max Horz 16=-161(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=281(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-147/326, 5-6=-147/326 WEBS 5-13=-389/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-3-12, Exterior(2N) 2-3-12 to 6-3-12, Corner(3R) 6-3-12 to 9-3-12, Exterior(2N) 9-3-12 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 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) 16, 10, 14, 15, 12, 11. 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855707 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-XfTpsGvfjI4W8VC4Qpaxv2dO?JhDS4BXuj2GalzMTm0 Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 14-7-014-7-0 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-5-127-6-111-5-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.06 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-7-0. (lb) - Max Horz 20=-144(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-120/265, 6-7=-120/265 WEBS 6-16=-275/73 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 7-3-8, Corner(3R) 7-3-8 to 10-3-8, Exterior(2N) 10-3-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss GE04 Truss Type Common Structural Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855708 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0r1B3cwHUcCNmenGzX5ASFAO7jtDBNgg7Nnp6CzMTm? Scale = 1:69.3 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 67 15 14 13 12 11 9 8 33 34 35 10 36 37 4x6 3x4 3x6 3x8 3x4 3x4 3x6 6x8 3x6 7-7-07-7-0 11-1-03-6-0 22-2-011-1-0 -0-10-8 0-10-8 5-7-12 5-7-12 11-1-0 5-5-4 16-6-4 5-5-4 22-2-0 5-7-12 23-0-8 0-10-8 1-5-1210-8-91-5-1210.00 12 Plate Offsets (X,Y)-- [16:0-1-10,0-1-0], [19:0-1-10,0-1-0], [25:0-1-10,0-1-0], [28:0-1-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.72 0.02 (loc) 8-9 8-9 8 l/defl >400 >239 n/a L/d 240 180 n/a PLATES MT20 Weight: 407 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-15,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15 REACTIONS.All bearings 7-10-8 except (jt=length) 8=0-3-8, 10=0-3-8. (lb) - Max Horz 15=197(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 8 except 10=-327(LC 16) Max Grav All reactions 250 lb or less at joint(s) 13, 14 except 15=890(LC 17), 8=1021(LC 18), 11=322(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-812/108, 4-5=-810/107, 5-6=-438/93, 2-15=-302/127, 6-8=-429/93 BOT CHORD 14-15=0/735, 13-14=0/735, 11-13=0/735, 10-11=0/735, 9-10=0/735, 8-9=0/670 WEBS 4-9=-46/641, 3-15=-828/0, 5-8=-634/3 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-1-0, Exterior(2R) 11-1-0 to 14-1-0, Interior(1) 14-1-0 to 23-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8 except (jt=lb) 10=327. 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855709 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-yE9yUIyX0DS4?yxf5y7eXgFuYWhZfUtzahGwA4zMTlz Scale = 1:73.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 3029 28 27 26 25 24 23 22 21 3x6 4x6 3x6 3x6 30-10-030-10-0 15-5-0 15-5-0 30-10-0 15-5-0 31-8-8 0-10-8 1-4-011-7-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 20 20 21 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 557 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 10-29: 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 10-29, 9-31, 8-32, 11-28, 12-27 REACTIONS.All bearings 30-10-0. (lb) - Max Horz 38=-200(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 except 38=-127(LC 10) Max Grav All reactions 250 lb or less at joint(s) 38, 21, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 except 29=264(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-157/257, 9-10=-179/293, 10-11=-179/293, 11-12=-157/257 WEBS 10-29=-273/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-4 to 3-5-0, Exterior(2N) 3-5-0 to 15-5-0, Corner(3R) 15-5-0 to 18-6-0, Exterior(2N) 18-6-0 to 31-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 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) 21, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 38=127. 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855710 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Mpq46K_QI8qfsQfEm4hL9JtPmkjIsqZPGeVamPzMTlw Scale = 1:73.6 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 3x6 4x6 3x6 3x6 30-10-030-10-0 -0-10-8 0-10-8 15-5-0 15-5-0 30-10-0 15-5-0 31-8-8 0-10-8 1-4-011-7-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 558 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 11-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-32, 9-33, 12-29, 13-28 REACTIONS.All bearings 30-10-0. (lb) - Max Horz 39=203(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 22, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except 39=-101(LC 10) Max Grav All reactions 250 lb or less at joint(s) 39, 22, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except 30=272(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-153/263, 10-11=-174/299, 11-12=-174/299, 12-13=-153/263 WEBS 11-30=-280/123 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-2-8, Exterior(2N) 2-2-8 to 15-5-0, Corner(3R) 15-5-0 to 18-6-0, Exterior(2N) 18-6-0 to 31-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 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) 22, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 39=101. 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855711 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-q?OSKf?23SyWUZEQKnCaiWQY782DbJLYVIE8JrzMTlv Scale = 1:18.1 1 2 5 6 3 4 3x4 2x4 4-4-34-4-3 -1-10-8 1-10-8 4-4-3 4-4-3 1-7-13-0-72-8-43-0-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=77(LC 12) Max Uplift 5=-27(LC 12), 3=-25(LC 12) Max Grav 5=314(LC 1), 3=99(LC 1), 4=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/151 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855712 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-IByrX??gql4N5jpcuVjpEkzkFXOlKmaiky_hrIzMTlu Scale = 1:14.9 1 2 5 6 3 4 3x4 3x4 2-4-32-4-3 -1-10-8 1-10-8 2-4-3 2-4-3 1-7-12-4-72-0-42-4-74.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 12) Max Uplift 5=-34(LC 8), 3=-13(LC 9), 4=-1(LC 12) Max Grav 5=260(LC 1), 3=20(LC 17), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 2-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855713 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-IByrX??gql4N5jpcuVjpEkzjtXNSKmaiky_hrIzMTlu Scale = 1:18.1 1 2 5 6 3 4 3x4 2x4 4-4-34-4-3 -1-10-8 1-10-8 4-4-3 4-4-3 1-7-13-0-72-8-43-0-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=77(LC 12) Max Uplift 5=-27(LC 12), 3=-25(LC 12) Max Grav 5=314(LC 1), 3=99(LC 1), 4=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/151 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855714 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nOWDlL0Ib3CEjtOpRCE2nxVv?xk_3DqrzcjENkzMTlt Scale = 1:14.9 1 2 5 6 3 4 3x4 3x4 2-4-32-4-3 -1-10-8 1-10-8 2-4-3 2-4-3 1-7-12-4-72-0-42-4-74.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 12) Max Uplift 5=-34(LC 8), 3=-13(LC 9), 4=-1(LC 12) Max Grav 5=260(LC 1), 3=20(LC 17), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 2-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855715 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-jmezA12Z7gSyyBYBZdGWsMbFFlPnX7K8QwCLSdzMTlr Scale = 1:19.9 1 2 5 6 3 4 3x4 3x4 2-8-62-8-6 -0-10-8 0-10-8 2-8-6 2-8-6 1-6-93-4-22-10-153-4-28.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=83(LC 12) Max Uplift 3=-36(LC 12), 4=-5(LC 12) Max Grav 5=171(LC 1), 3=68(LC 17), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-7-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855716 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ByBLNN2Bu_bpaL7O7LnlOa7Ns9juGaaIfayu_3zMTlq Scale = 1:29.4 1 2 5 6 7 3 4 3x8 MT18HS 2x4 5-2-65-2-6 -0-10-8 0-10-8 5-2-6 5-2-6 1-6-95-0-24-6-155-0-28.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 -0.09 (loc) 4-5 4-5 3 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 15 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=121(LC 12) Max Uplift 3=-57(LC 12) Max Grav 5=266(LC 1), 3=140(LC 17), 4=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-1-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855717 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-06ZceQ7yUqLyIGaXTbu9erNMqZmggI3A1WPDBjzMTlk Scale = 1:27.8 1 2 5 6 7 3 4 3x8 MT18HS 3x6 3-10-93-10-9 -0-10-8 0-10-8 3-10-9 3-10-9 1-8-54-11-24-5-54-11-210.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.54 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.10 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 13 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=123(LC 12) Max Uplift 3=-60(LC 12), 4=-3(LC 12) Max Grav 5=215(LC 1), 3=109(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855718 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-yVgN269C?RbgYZkwb0xdjGSlFNU48CZTVquKGbzMTli Scale = 1:21.2 1 2 5 3 4 4x6 3x6 2-3-52-3-5 -0-10-8 0-10-8 2-3-5 2-3-5 1-8-53-7-23-1-53-7-210.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=93(LC 12) Max Uplift 3=-43(LC 12), 4=-17(LC 12) Max Grav 5=157(LC 1), 3=60(LC 17), 4=41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss M01 Truss Type MONO TRUSS Qty 4 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855719 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QhElGS9qmljX9jJ68kSsGT?zqnqOtf2cjUdto2zMTlh Scale = 1:22.9 1 2 3 5 4 2x4 2x4 3x6 3x4 3-7-83-7-8 -0-10-8 0-10-8 3-7-8 3-7-8 1-6-93-11-98.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-3-8 Max Horz 5=103(LC 9) Max Uplift 5=-9(LC 12), 4=-40(LC 9) Max Grav 5=206(LC 1), 4=142(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss M02 Truss Type MONO TRUSS Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855720 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-M4MVh8B4IMzFP1SVG8UKLu4IBaRNLYtvBo6_twzMTlf Scale = 1:23.3 1 2 3 4 6 5 2x4 3x4 3x6 2x4 3x4 6-3-46-3-4 -1-10-8 1-10-8 1-7-13 1-7-13 6-3-4 4-7-7 1-7-13-8-24.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.40 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 -0.00 (loc) 5-6 5-6 5 l/defl >917 >458 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 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, 6=0-3-8 Max Horz 6=97(LC 9) Max Uplift 5=-2(LC 9), 6=-40(LC 12) Max Grav 5=220(LC 1), 6=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 6-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss M03 Truss Type MONO TRUSS Qty 7 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855721 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-M4MVh8B4IMzFP1SVG8UKLu4IHaXJLZpvBo6_twzMTlf Scale = 1:13.6 1 2 3 5 42x4 2x4 3x4 3x4 1-7-41-7-4 -1-10-8 1-10-8 1-7-4 1-7-4 1-7-12-1-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-3-8 Max Horz 5=54(LC 11) Max Uplift 5=-63(LC 8), 4=-46(LC 18) Max Grav 5=266(LC 1), 4=30(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/179 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 1-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss M04 Truss Type MONO TRUSS Qty 4 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855722 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-qGwuuTCj3g560B1hqs?Zu6dPE_pS4_E3PSsXPMzMTle Scale = 1:39.8 1 2 3 5 4 2x4 2x4 3x6 3x4 5-5-05-5-0 -0-10-8 0-10-8 5-5-0 5-5-0 1-8-56-2-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.28 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.00 (loc) 4-5 4-5 4 l/defl >999 >725 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-3-8 Max Horz 5=165(LC 9) Max Uplift 5=-1(LC 12), 4=-69(LC 9) Max Grav 5=280(LC 18), 4=231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-357/264 WEBS 2-4=-212/315 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855723 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nf2eJ9DzbHLqGUB4xH21zXisloZvYvsLtmLeUFzMTlc Scale = 1:10.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-9-114-9-11 2-4-13 2-4-13 4-9-11 2-4-13 0-4-71-5-120-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-3-13, 4=3-3-13, 6=3-3-13 Max Horz 2=-22(LC 10) Max Uplift 2=-18(LC 12), 4=-18(LC 12) Max Grav 2=103(LC 1), 4=103(LC 1), 6=112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855724 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-BEjnxBGruCkO7ywfcPbkb9KN_?ackGboZjZI4azMTlZ Scale = 1:10.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-9-114-9-11 2-4-13 2-4-13 4-9-11 2-4-13 0-4-71-5-120-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-3-13, 4=3-3-13, 6=3-3-13 Max Horz 2=-22(LC 10) Max Uplift 2=-18(LC 12), 4=-18(LC 12) Max Grav 2=103(LC 1), 4=103(LC 1), 6=112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T01 Truss Type Piggyback Base Qty 10 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855725 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7crXMtH6Qq_6MF41kqdCgaQWqp4SC3M5012P9SzMTlX Scale = 1:76.3 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x6 5x8 5x6 3x6 3x8 MT18HS 3x6 3x4 3x8 3x4 3x8 3x4 3x8 6x8 3x8 MT18HS 6x8 3x6 7-11-57-11-5 15-8-37-8-13 20-5-134-9-11 28-2-117-8-13 36-2-07-11-5 -0-10-8 0-10-8 7-11-5 7-11-5 15-8-3 7-8-13 20-5-13 4-9-11 28-2-11 7-8-13 36-2-0 7-11-5 37-0-8 0-10-8 1-6-912-0-01-6-912-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-5-12,0-2-0], [6:0-3-12,0-2-0], [9:0-3-8,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.77 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.06 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=216(LC 11) Max Grav 18=1692(LC 17), 11=1690(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2047/22, 4-5=-1615/98, 5-6=-1261/113, 6-7=-1613/98, 7-9=-2044/22, 2-18=-1572/37, 9-11=-1570/37 BOT CHORD 17-18=-137/380, 15-17=0/1742, 14-15=0/1335, 12-14=0/1604 WEBS 4-15=-538/81, 5-15=0/589, 6-14=0/562, 7-14=-538/81, 2-17=0/1430, 9-12=0/1429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-8-14, Interior(1) 2-8-14 to 15-8-3, Exterior(2E) 15-8-3 to 20-5-13, Exterior(2R) 20-5-13 to 25-7-4, Interior(1) 25-7-4 to 37-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T02 Truss Type Common Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855726 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4?zHnYJMxREqbZDQrFggl?VvNcuVg3dNULXWDLzMTlV Scale = 1:51.2 1 2 3 4 5 8 7 6 9 10 4x6 2x4 2x4 3x8 6x8 6x8 6-3-126-3-12 12-7-86-3-12 -0-10-8 0-10-8 6-3-12 6-3-12 12-7-8 6-3-12 13-6-0 0-10-8 1-7-87-11-41-7-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-162(LC 10) Max Uplift 8=-14(LC 12), 6=-14(LC 12) Max Grav 8=555(LC 1), 6=555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-451/103, 3-4=-451/103, 2-8=-499/111, 4-6=-499/111 BOT CHORD 7-8=-134/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-3-12, Exterior(2R) 6-3-12 to 9-3-12, Interior(1) 9-3-12 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T03 Truss Type Common Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855727 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0O42CEKcT2UYrtNozgi8qQaHjQZ_8z8gxf0cIEzMTlT Scale: 1/4"=1' 1 2 3 6 5 4 7 8 5x8 4x6 5x8 2x4 2x4 3x8 6-3-126-3-12 12-7-86-3-12 6-3-12 6-3-12 12-7-8 6-3-12 1-7-87-11-41-7-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-144(LC 10) Max Grav 6=493(LC 1), 4=493(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/94, 2-3=-450/94, 1-6=-439/80, 3-4=-439/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-3-12, Exterior(2R) 6-3-12 to 9-3-12, Interior(1) 9-3-12 to 12-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T04 Truss Type Common Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855728 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UaeQPaLEEMcPS1y?XNDNNe7MgqtdtQ8qAJmAqgzMTlS Scale: 1/4"=1' 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x8 6x8 7-3-87-3-8 14-7-07-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-5-127-6-111-5-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-145(LC 10) Max Uplift 8=-12(LC 12), 6=-12(LC 12) Max Grav 8=633(LC 1), 6=633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/77, 3-4=-553/77, 2-8=-569/90, 4-6=-569/90 BOT CHORD 7-8=-113/313 WEBS 3-7=0/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-3-8, Exterior(2R) 7-3-8 to 10-3-8, Interior(1) 10-3-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T05 Truss Type Common Qty 4 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855729 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QzmAqGNVmzs7iK6NeoFrS3ClVdU7LFb6ddFHvYzMTlQ Scale = 1:67.1 1 2 3 4 5 67 11 10 9 8 12 13 14 15 16 17 4x6 5x8 4x8 3x8 3x4 3x4 3x6 5x8 3x6 11-1-011-1-0 22-2-011-1-0 -0-10-8 0-10-8 5-7-12 5-7-12 11-1-0 5-5-4 16-6-4 5-5-4 22-2-0 5-7-12 23-0-8 0-10-8 1-5-1210-8-91-5-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.77 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.68 0.02 (loc) 9-11 9-11 8 l/defl >639 >386 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-8 REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=197(LC 11) Max Uplift 11=-7(LC 12), 8=-7(LC 12) Max Grav 11=1048(LC 17), 8=1048(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/100, 3-4=-867/98, 4-5=-866/98, 5-6=-404/101, 2-11=-409/97, 6-8=-407/98 BOT CHORD 9-11=0/786, 8-9=0/705 WEBS 4-9=-34/711, 3-11=-720/0, 5-8=-722/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-1-0, Exterior(2R) 11-1-0 to 14-1-0, Interior(1) 14-1-0 to 23-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T06 Truss Type Common Qty 4 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855730 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-MLuxFyOlIb6qxeGmmDIJXUH4uRAHp6pP5xkNzRzMTlO Scale = 1:72.3 1 2 3 4 5 6 78 13 12 11 10 9 14 15 16 17 18 19 20 21 3x6 4x6 3x6 4x6 3x4 4x6 3x4 4x6 4x6 5x8 5x8 4x6 10-4-310-4-3 20-5-1310-1-11 30-10-010-4-3 7-9-12 7-9-12 15-5-0 7-7-4 23-0-4 7-7-4 30-10-0 7-9-12 31-8-8 0-10-8 1-4-011-7-51-4-08.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.66 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.05 (loc) 12-13 12-13 9 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-10,3-12: 2x3 SPF No.2, 1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9 REACTIONS. (size)13=Mechanical, 9=0-3-8 Max Horz 13=-201(LC 10) Max Grav 13=1431(LC 17), 9=1487(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-467/91, 3-4=-1672/127, 4-5=-1667/126, 5-7=-551/128, 1-13=-396/68, 7-9=-508/115 BOT CHORD 12-13=0/1491, 10-12=0/1040, 9-10=0/1372 WEBS 4-10=-21/809, 5-10=-339/160, 4-12=-21/816, 3-12=-347/160, 3-13=-1427/0, 5-9=-1364/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-2-12, Interior(1) 3-2-12 to 15-5-0, Exterior(2R) 15-5-0 to 18-6-0, Interior(1) 18-6-0 to 31-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T07 Truss Type Common Qty 7 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855731 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Jk?hgdQ?qCMYAyP9teKncvNRTFslH0JiYFDU2KzMTlM Scale = 1:66.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 3x6 4x6 3x6 4x6 3x4 4x6 3x4 4x6 3x6 5x8 5x8 3x6 10-4-310-4-3 20-5-1310-1-11 30-10-010-4-3 7-9-12 7-9-12 15-5-0 7-7-4 23-0-4 7-7-4 30-10-0 7-9-12 1-4-011-7-51-4-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.66 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.05 (loc) 11-12 11-12 8 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-9,3-11: 2x3 SPF No.2, 1-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size)12=Mechanical, 8=Mechanical Max Horz 12=-193(LC 10) Max Grav 12=1432(LC 17), 8=1432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-466/91, 3-4=-1674/126, 4-5=-1674/126, 5-7=-466/91, 1-12=-396/68, 7-8=-396/68 BOT CHORD 11-12=0/1486, 9-11=0/1035, 8-9=0/1372 WEBS 4-9=-21/817, 5-9=-347/160, 4-11=-21/817, 3-11=-347/160, 3-12=-1429/0, 5-8=-1429/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-2-12, Interior(1) 3-2-12 to 15-5-0, Exterior(2R) 15-5-0 to 18-6-0, Interior(1) 18-6-0 to 30-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T08 Truss Type Common Qty 2 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855732 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nwZ3tzQdbWUPo5_LRLr096vb6eC?0S0snvy1amzMTlL Scale = 1:72.7 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 17 18 19 20 21 22 3x6 4x6 3x6 4x6 3x4 4x6 3x4 4x6 4x6 5x8 5x8 4x6 10-4-310-4-3 20-5-1310-1-11 30-10-010-4-3 -0-10-8 0-10-8 7-9-12 7-9-12 15-5-0 7-7-4 23-0-4 7-7-4 30-10-0 7-9-12 31-8-8 0-10-8 1-4-011-7-51-4-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.66 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.05 (loc) 13-14 13-14 10 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-11,4-13: 2x3 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=-204(LC 10) Max Uplift 14=-1(LC 12), 10=-1(LC 12) Max Grav 14=1486(LC 17), 10=1486(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-551/128, 4-5=-1665/126, 5-6=-1665/126, 6-8=-551/128, 2-14=-508/115, 8-10=-508/115 BOT CHORD 13-14=0/1484, 11-13=0/1039, 10-11=0/1371 WEBS 5-11=-20/808, 6-11=-339/160, 5-13=-20/808, 4-13=-339/159, 4-14=-1362/0, 6-10=-1362/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-2-8, Interior(1) 2-2-8 to 15-5-0, Exterior(2R) 15-5-0 to 18-6-0, Interior(1) 18-6-0 to 31-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 14, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss T09 Truss Type MONO TRUSS Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855733 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-jJhqIfSu77l72P8jYmtVEX?_eSx4UP08EDR8ffzMTlJ Scale = 1:23.4 1 2 3 4 7 6 5 10 11 12 8 9 2x4 2x4 3x4 3x4 3x4 3x4 Special Special Special Special Special Special Special Special 2-3-12-3-1 8-8-156-5-14 -2-7-13 2-7-13 2-3-1 2-3-1 8-8-15 6-5-14 1-7-13-7-132.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.49 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.00 (loc) 5-6 5-6 5 l/defl >999 >663 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=98(LC 9) Max Uplift 7=-98(LC 8), 5=-13(LC 9) Max Grav 7=547(LC 1), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/104, 2-7=-565/252 BOT CHORD 5-6=-244/378 WEBS 3-5=-393/224, 2-6=-62/447 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -2-7-13 to 1-7-1, Exterior(2R) 1-7-1 to 8-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 40 lb up at 3-2-13, 12 lb down and 40 lb up at 3-2-13, and 34 lb down and 69 lb up at 6-0-12, and 34 lb down and 69 lb up at 6-0-12 on top chord, and 7 lb down and 12 lb up at 3-2-13, 7 lb down and 12 lb up at 3-2-13, and 26 lb down at 6-0-12, and 26 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-7=-20, 1-2=-60, 2-4=-60 Concentrated Loads (lb) Vert: 8=6(F=3, B=3) 9=-24(F=-12, B=-12) 12=-28(F=-14, B=-14) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855734 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-BVFCW?TWuRt_fZjw6UOknlX5XsEfDksITtBiB5zMTlI Scale = 1:69.3 1 2 3 4 5 11 10 9 8 7 6121314151617181920 8x8 4x8 8x8 5x10 MT18HS 8x8 WB 10x10 4x8 8x8 4x8 8x8 5x10 MT18HS Special Special Special Special Special Special Special Special Special Special 5-7-125-7-12 11-1-05-5-4 16-6-45-5-4 22-2-05-7-12 5-7-12 5-7-12 11-1-0 5-5-4 16-6-4 5-5-4 22-2-0 5-7-12 1-5-1210-8-91-5-1210.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8], [7:0-2-8,0-4-12], [10:0-2-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.60 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.23 0.03 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2, 1-11,5-6: 2x6 SPF No.2 OTHERS 2x3 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)11=0-3-8, 6=0-3-8 Max Horz 11=-181(LC 6) Max Grav 11=7691(LC 2), 6=7680(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7999/0, 2-3=-5997/0, 3-4=-5997/0, 4-5=-8014/0, 1-11=-6391/0, 5-6=-6404/0 BOT CHORD 10-11=0/983, 8-10=0/6073, 7-8=0/6084, 6-7=0/947 WEBS 3-8=0/7287, 4-8=-2262/0, 4-7=0/2700, 2-8=-2247/0, 2-10=0/2680, 1-10=0/5255, 5-7=0/5272 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss 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) 1384 lb down at 2-0-12, 1384 lb down at 4-0-12, 1384 lb down at 6-0-12, 1385 lb down at 8-0-12, 1385 lb down at 10-0-12, 1385 lb down at 12-0-12, 1385 lb down at 14-0-12, 1385 lb down at 16-0-12, and 1385 lb down at 18-0-12, and 1385 lb down at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855734 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-fhpajLU8ek?rHjI6gBwzJy4GHGauyB5RiXwFjXzMTlH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1202(F) 12=-1201(F) 13=-1201(F) 14=-1201(F) 15=-1202(F) 16=-1202(F) 17=-1202(F) 18=-1202(F) 19=-1202(F) 20=-1202(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21102579 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855735 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7uNyxhUmP27ivttIEvRCsAdSVfwMhhubxBgoFzzMTlG Scale = 1:50.9 1 2 3 6 5 47891011 6x6 4x8 6x6 5x10 MT18HS 5x10 MT18HS8x8 Special Special Special Special Special Special 6-3-126-3-12 12-7-86-3-12 6-3-12 6-3-12 12-7-8 6-3-12 1-7-87-11-41-7-812.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8], [5:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.58 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 0.00 (loc) 5-6 5-6 4 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 137 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=142(LC 26) Max Grav 6=5126(LC 2), 4=4055(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3374/0, 2-3=-3374/0, 1-6=-2844/0, 3-4=-2860/0 BOT CHORD 5-6=-6/620, 4-5=0/484 WEBS 2-5=0/4322, 1-5=0/1808, 3-5=0/1883 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 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss 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) 1391 lb down at 0-6-12, 1385 lb down at 2-6-12, 1385 lb down at 4-6-12, 1385 lb down at 6-6-12, and 1385 lb down at 8-6-12, and 1385 lb down at 10-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855735 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:49 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7uNyxhUmP27ivttIEvRCsAdSVfwMhhubxBgoFzzMTlG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1202(B) 7=-1207(B) 8=-1202(B) 9=-1202(B) 10=-1202(B) 11=-1202(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21102579 Truss TG03 Truss Type MONO TRUSS Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855736 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-c4xK81VOAMFZW0SVncyRON9e93MkQEmk9rPMoQzMTlF Scale = 1:24.7 1 2 3 4 7 6 5 10 11 8 9 2x4 2x4 3x4 3x4 4x6 3x4 Special Special Special Special Special Special Special Special 2-7-52-7-5 8-8-156-1-10 -2-7-13 2-7-13 2-7-5 2-7-5 8-8-15 6-1-10 1-7-13-7-132.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.25 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=96(LC 5) Max Uplift 7=-98(LC 4), 5=-12(LC 5) Max Grav 7=547(LC 1), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/10, 2-7=-539/96 BOT CHORD 5-6=-56/373 WEBS 3-5=-390/39, 2-6=0/418 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 17 lb up at 3-2-13, 12 lb down and 17 lb up at 3-2-13, and 34 lb down and 47 lb up at 6-0-12, and 34 lb down and 47 lb up at 6-0-12 on top chord, and 7 lb down and 12 lb up at 3-2-13, 7 lb down and 12 lb up at 3-2-13, and 26 lb down at 6-0-12, and 26 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-7=-20, 1-2=-60, 2-4=-60 Concentrated Loads (lb) Vert: 8=6(F=3, B=3) 9=-24(F=-12, B=-12) 11=-28(F=-14, B=-14) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss TG04 Truss Type MONO TRUSS Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855737 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4GUjLMW0xfNQ8A1hLJTgxbiquTeq9jPuOV9vKszMTlE Scale = 1:40.0 1 2 3 4 6 5 10 11 7 8 9 2x4 4x6 3x4 2x4 4x6 Special Special Special Special Special Special Special Special 8-6-38-6-3 -1-4-13 1-4-13 3-4-10 3-4-10 8-6-3 5-1-8 1-8-56-1-86.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.45 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 -0.00 (loc) 5-6 5-6 5 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 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, 6=0-3-8 Max Horz 6=162(LC 7) Max Uplift 5=-144(LC 5), 6=-98(LC 8) Max Grav 5=416(LC 27), 6=462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-271/173, 3-6=-374/162 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=144. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 59 lb up at 3-0-9, 55 lb down and 61 lb up at 3-6-13, and 82 lb down and 89 lb up at 6-1-9, and 97 lb down and 96 lb up at 6-2-15 on top chord , and 14 lb down and 20 lb up at 3-0-9, 19 lb down and 29 lb up at 3-6-13, and 33 lb down and 26 lb up at 6-1-9, and 39 lb down at 6-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-6=-20, 1-2=-60, 2-4=-60 Concentrated Loads (lb) Vert: 7=-1(F) 8=-0(B) 9=-39(F=-24, B=-15) 11=-67(F=-43, B=-24) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V01 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855738 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-YT25ZiXeizVHmKbtv1_vUoFzVt2CuBz1d9uTsIzMTlD Scale = 1:36.4 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-40-0-4 11-2-1311-2-9 5-7-6 5-7-6 11-2-13 5-7-6 0-0-45-7-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.25 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-2-5, 3=11-2-5, 4=11-2-5 Max Horz 1=94(LC 11) Max Uplift 1=-9(LC 12), 3=-9(LC 12) Max Grav 1=234(LC 1), 3=234(LC 1), 4=379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-14 to 3-3-14, Interior(1) 3-3-14 to 5-7-6, Exterior(2R) 5-7-6 to 8-7-6, Interior(1) 8-7-6 to 10-10-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V02 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855739 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0fcTm2XHTHd7NUA4TkV800nAuHN9dfRAroe0OlzMTlC Scale = 1:29.0 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-40-0-4 8-6-138-6-9 4-3-6 4-3-6 8-6-13 4-3-6 0-0-44-3-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-6-5, 3=8-6-5, 4=8-6-5 Max Horz 1=71(LC 11) Max Uplift 1=-18(LC 12), 3=-18(LC 12) Max Grav 1=193(LC 1), 3=193(LC 1), 4=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 4-3-6, Exterior(2R) 4-3-6 to 7-3-6, Interior(1) 7-3-6 to 8-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V03 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855740 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UrAr_OYvEal_?elG0S1NZDKP3gljM7KK4SNZxBzMTlB Scale = 1:21.4 1 2 3 42x4 3x4 2x4 2x4 0-0-40-0-4 5-10-135-10-9 2-11-6 2-11-6 5-10-13 2-11-6 0-0-42-11-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.12 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-10-5, 3=5-10-5, 4=5-10-5 Max Horz 1=-47(LC 10) Max Uplift 1=-12(LC 12), 3=-12(LC 12) Max Grav 1=129(LC 1), 3=129(LC 1), 4=174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V04 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855741 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-y2kDBkZX?utrdoKSa9Yc5Rtdx44W5azTJ677TdzMTlA Scale = 1:10.9 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-2-133-2-9 1-7-6 1-7-6 3-2-13 1-7-6 0-0-41-7-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-5, 3=3-2-5 Max Horz 1=-24(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V05 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855742 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QEIcP4a9mC?iExve8t3reePkxUMvq?VdYmsg?3zMTl9 Scale = 1:52.2 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 19-4-1519-4-10 9-8-8 9-8-8 19-4-15 9-8-8 0-0-48-1-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.40 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-5. (lb) - Max Horz 1=129(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=287(LC 17), 9=585(LC 17), 6=585(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-360/154, 4-6=-360/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-8-8, Exterior(2R) 9-8-8 to 12-8-8, Interior(1) 12-8-8 to 19-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V06 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855743 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-uQs_cQbnXV7Zs5Uriaa4Bsyyruk1ZSAmmQcDXWzMTl8 Scale = 1:43.8 1 2 3 4 5 9 8 7 6 10 11 12 133x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 16-2-916-2-4 8-1-4 8-1-4 16-2-9 8-1-4 0-0-46-9-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.27 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-1-15. (lb) - Max Horz 1=-107(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=336(LC 17), 9=457(LC 17), 6=456(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-285/137, 4-6=-285/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-1-4, Exterior(2R) 8-1-4 to 11-1-4, Interior(1) 11-1-4 to 15-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V07 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855744 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-NdPMpmbPIpFQUF31FH5Jj3V5fI7yIw5v?4Ln4yzMTl7 Scale = 1:34.7 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-11-1312-11-13 13-0-20-0-5 6-6-1 6-6-1 13-0-2 6-6-1 0-0-45-5-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.10 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-9. (lb) - Max Horz 1=-85(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=303(LC 17), 6=303(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-6-1, Exterior(2R) 6-6-1 to 9-6-1, Interior(1) 9-6-1 to 12-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 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. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V08 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855745 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:33:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rpzk16c137NH5PeDp?cYGH1CvhPH1Nf3Ek5KcOzMTl6 Scale = 1:27.4 1 2 3 4 5 6 2x4 4x6 2x4 2x4 0-0-50-0-5 9-9-129-9-7 4-10-14 4-10-14 9-9-12 4-10-14 0-0-44-1-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.35 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-9-2, 3=9-9-2, 4=9-9-2 Max Horz 1=-64(LC 10) Max Uplift 1=-10(LC 12), 3=-10(LC 12) Max Grav 1=193(LC 1), 3=193(LC 1), 4=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-7 to 3-3-7, Interior(1) 3-3-7 to 4-10-14, Exterior(2R) 4-10-14 to 7-10-14, Interior(1) 7-10-14 to 9-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V09 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855746 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:34:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-J?X6ERdgqQV8jZDQNi7noUaRK5nfmrkCSOqu8rzMTl5 Scale = 1:19.7 1 2 3 42x4 3x4 2x4 2x4 0-0-50-0-5 6-7-56-7-1 3-3-11 3-3-11 6-7-5 3-3-11 0-0-42-9-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-12, 3=6-6-12, 4=6-6-12 Max Horz 1=42(LC 11) Max Uplift 1=-12(LC 12), 3=-12(LC 12) Max Grav 1=137(LC 1), 3=137(LC 1), 4=208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21102579 Truss V10 Truss Type Valley Qty 1 Ply 1 LOT# 264 JACKSONS GRANT Job Reference (optional) I45855747 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 15:34:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-J?X6ERdgqQV8jZDQNi7noUaVy5nTmrCCSOqu8rzMTl5 Scale = 1:9.9 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-4-153-4-10 1-8-8 1-8-8 3-4-15 1-8-8 0-0-41-5-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-5, 3=3-4-5 Max Horz 1=-20(LC 10) Max Grav 1=113(LC 1), 3=113(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 28,2021 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