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HomeMy WebLinkAboutM003.016023 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 6,2020 Liu, Xuegang Pages or sheets covered by this seal: I40885885 thru I40885927 My license renewal date for the state of Indiana is July 31, 2020. B20001025 Pyatt Bldrs - 194B TG - Austin 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE10 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885885 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RRBHTU56_MX7yKZ1qfgYzK4wOE3NOIre2q8_oYzTOw7 Scale = 1:51.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-7-020-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0-9-07-7-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-3], [18:0-3-13,0-0-3], [28:0-2-8,0-1-8] 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 0.06 0.03 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 18 18 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-2, Right 2x4 SPF-S Stud 1-7-2 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 20-7-0. (lb) - Max Horz 2=-118(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 29, 30, 31, 32, 33, 25, 18, 24, 23, 22, 21, 20 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-3-8, Exterior(2N) 2-3-8 to 10-3-8, Corner(3R) 10-3-8 to 13-3-8, Exterior(2N) 13-3-8 to 21-7-0 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 24, 23, 22, 21, 20. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE11 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885886 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-r0tP5W8?HHvhpoIbVnEFbziO9S4ebf25koMeOtzTOw4 Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 32 33 34 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x6 3x6 3x6 3x6 3x6 3x4 3x4 5x6 5x6 38-4-838-4-8 -1-0-0 1-0-0 15-11-12 15-11-12 23-10-12 7-11-1 38-4-8 14-5-12 0-9-011-4-131-9-011-4-138.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [15:0-3-0,0-0-2], [22:0-3-0,0-0-2], [44:0-3-0,0-3-0], [53:0-3-0,0-3-0], [63:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 35 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 307 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-54,13-53,14-52,16-51,17-50,18-49,19-48,20-47,21-46,23-45,24-44 ,25-43: 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.): 15-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-54, 13-53, 14-52, 16-51, 17-50, 18-49, 19-48, 20-47, 21-46, 23-45, 24-44, 25-43 REACTIONS.All bearings 38-4-8. (lb) - Max Horz 63=209(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 50, 49, 48, 47, 44, 43, 42, 41, 40, 39, 38, 37, 36 Max Grav All reactions 250 lb or less at joint(s) 63, 35, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-177/281, 14-15=-164/256, 15-16=-155/250, 16-17=-155/250, 17-18=-155/250, 18-19=-155/250, 19-20=-155/250, 20-21=-155/250, 21-22=-155/250, 22-23=-163/256, 23-24=-177/281 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=38ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-10-1, Exterior(2N) 2-10-1 to 15-11-12, Corner(3R) 15-11-12 to 19-9-12, Exterior(2N) 19-9-12 to 23-10-12, Corner(3R) 23-10-12 to 27-8-13, Exterior(2N) 27-8-13 to 38-2-12 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) 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 1-4-0 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) 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 50, 49, 48, 47, 44, 43, 42, 41, 40, 39, 38, 37, 36. 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.Continued on page 2 April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE11 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885886 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-JCRnIs8d2a1YRxto3UlV8AFZusQtK6IEzS6CxKzTOw3 NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE11A Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885887 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-CzgI8DB85pX_vZAZIKqRI0PF_TopFwequ44P45zTOw? Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 64 63 62 61 60 59 58 57 56 55 545352 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3x6 5x6 5x6 3x4 3x4 3x6 5x6 5x6 3x6 38-1-838-1-8 15-11-12 15-11-12 23-10-12 7-11-1 38-1-8 14-2-12 0-9-011-4-131-11-011-4-138.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [8:0-2-2,0-0-0], [9:0-1-12,0-3-4], [9:0-0-0,0-1-12], [14:0-4-4,0-2-4], [20:0-4-4,0-2-4], [25:0-1-12,0-3-4], [25:0-0-0,0-1-12], [26:0-2-2,0-0-0], [64:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-9-12 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 33 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 308 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-55,12-54,13-52,14-51,15-50,16-49,17-48,18-47,19-46,20-45,21-44 ,22-42,23-41: 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.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-55, 12-54, 13-52, 14-51, 15-50, 16-49, 17-48, 18-47, 19-46, 20-45, 21-44, 22-42, 23-41 REACTIONS.All bearings 38-1-8. (lb) - Max Horz 64=183(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 33, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 49, 47, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 64=-149(LC 10) Max Grav All reactions 250 lb or less at joint(s) 64, 33, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44, 42, 41, 40, 39, 38, 37, 36, 35, 34 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-161/258, 20-21=-161/258 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=38ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-11-4, Exterior(2N) 3-11-4 to 15-11-12, Corner(3R) 15-11-12 to 19-11-4, Exterior(2N) 19-11-4 to 23-10-12, Corner(3R) 23-10-12 to 27-11-4, Exterior(2N) 27-11-4 to 37-11-12 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) 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 1-4-0 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) 33, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 49, 47, 42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 64=149. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE13 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885888 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-cYMRmFE0OkvZm0v8zTN8wf1oggp_SH7Ga2I3gQzTOvy Scale = 1:72.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 4x6 4x6 4x6 3x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 31-1-831-1-8 15-6-12 15-6-12 31-1-8 15-6-12 0-9-011-1-80-9-08.00 12 Plate Offsets (X,Y)-- [1:0-3-13,0-0-3], [8:0-2-2,0-0-0], [9:0-2-4,0-2-4], [9:0-0-0,0-1-12], [19:0-0-0,0-1-12], [19:0-2-4,0-2-4], [20:0-2-2,0-0-0], [27:0-3-13,0-0-3], [38:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-9-12 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 14-38,13-39,12-40,15-37,16-36: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-38, 13-39, 12-40, 15-37, 16-36 REACTIONS.All bearings 31-1-8. (lb) - Max Horz 1=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 28 Max Grav All reactions 250 lb or less at joint(s) 1, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 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=31ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-1-6, Exterior(2N) 3-1-6 to 15-6-12, Corner(3R) 15-6-12 to 18-8-2, Exterior(2N) 18-8-2 to 31-1-8 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 28. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE13A Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885889 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-ZxUBBxFGwLAH0K3W4tPc?4686UVQwBQZ1MnAkIzTOvw Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 4x6 4x6 4x6 3x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 31-1-831-1-8 -1-0-0 1-0-0 15-6-12 15-6-12 31-1-8 15-6-12 0-9-011-1-80-9-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-3], [9:0-2-2,0-0-0], [10:0-2-4,0-2-4], [10:0-0-0,0-1-12], [20:0-0-0,0-1-12], [20:0-2-4,0-2-4], [21:0-2-2,0-0-0], [28:0-3-13,0-0-3], [39:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 15-39,14-40,13-41,16-38,17-37: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-1-6, Right 2x4 SPF-S Stud 2-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-39, 14-40, 13-41, 16-38, 17-37 REACTIONS.All bearings 31-1-8. (lb) - Max Horz 2=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 2, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 38, 28, 37, 36, 35, 34, 33, 32, 31, 30, 29 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=31ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-2-12, Exterior(2N) 2-2-12 to 15-6-12, Corner(3R) 15-6-12 to 18-8-2, Exterior(2N) 18-8-2 to 31-1-8 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss GE14 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885890 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-zW9KqyI9DGYrton5m0zJdikfMhWD7YE?jK0qLdzTOvt Scale: 3/16"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x6 4x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 2x4 2x4 3x6 3x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-0-825-0-8 -1-0-0 1-0-0 12-6-4 12-6-4 25-0-8 12-6-4 26-0-8 1-0-0 0-9-09-1-30-9-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-3], [2:1-3-8,0-1-8], [4:0-2-2,0-0-0], [6:0-3-0,0-2-4], [6:0-0-0,0-1-12], [7:0-2-2,0-0-0], [19:0-2-2,0-0-0], [20:0-3-0,0-2-4], [20:0-0-0,0-1-12], [22:0-2-2,0-0-0], [23:0-3-10,0-2-1], [23:0-1-10,0-4-3], [24:0-3-13,0-0-3], [24:1-1-15,0-1-8] 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 0.06 0.02 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-34: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-34 REACTIONS.All bearings 25-0-8. (lb) - Max Horz 2=138(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 2, 34, 35, 36, 38, 39, 40, 41, 42, 43, 33, 24, 32, 31, 30, 29, 28, 27, 26 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=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 12-6-4, Corner(3R) 12-6-4 to 15-6-4, Exterior(2N) 15-6-4 to 26-0-8 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885891 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:wy5zxrJrd7qF6byVfmaKymziZii-Riji1IIn_agiVxMIJjUYAwHpC5sPs0N8y_lOt3zTOvs Scale = 1:11.4 2 3 4 51 4x6 -1-0-01-10-8 -1-0-0 1-0-0 0-10-8 0-10-8 1-0-0 0-1-8 0-4-31-0-80-7-110-11-88.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-0], [3:0-5-4,0-2-0], [3:0-2-2,0-0-0], [5:0-1-7,0-1-0] 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 2 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 5=Mechanical Max Horz 1=26(LC 9) Max Uplift 5=-6(LC 12) Max Grav 1=69(LC 1), 5=75(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) 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. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss PB02 Truss Type Piggyback Qty 15 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885892 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-vuH4FeJPluoZ65xUtR?ni7qyHVBfbT?IBeVxPWzTOvr Scale = 1:17.5 1 2 3 4 5 6 4x6 3x4 3x4 2x4 7-11-17-11-1 3-11-8 3-11-8 7-11-1 3-11-8 0-4-72-7-110-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=6-5-3, 4=6-5-3, 6=6-5-3 Max Horz 2=-38(LC 10) Max Uplift 2=-24(LC 12), 4=-24(LC 12) Max Grav 2=173(LC 1), 4=173(LC 1), 6=224(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) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 3-11-8, Exterior(2R) 3-11-8 to 7-2-2, Interior(1) 7-2-2 to 7-7-12 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) 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss PBE02 Truss Type GABLE Qty 2 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885893 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-N5rSS_K1VBwQkFWgR8W0FLM9zvYxKvARPIEVyyzTOvq Scale = 1:18.1 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 7-11-17-11-1 3-11-8 3-11-8 7-11-1 3-11-8 2-7-110-1-40-1-88.00 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 1-9-12 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-11-1. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 3-11-8, Corner(3R) 3-11-8 to 7-2-2, Exterior(2N) 7-2-2 to 7-7-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885894 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-KTzDtgMH1pA8zZg3YZYUKmSJ?i1Yocaktcjb0rzTOvo Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 3x6 5x10 MT18HS 3x6 6x8 3x6 3x6 3x6 2x4 3x6 6x10 3x8 3x6 5x6 4x6 5x8 3x6 8-1-108-1-10 15-11-127-10-2 23-10-127-11-1 31-8-147-10-2 38-4-86-7-10 -1-0-0 1-0-0 8-1-10 8-1-10 15-11-12 7-10-2 23-10-12 7-11-1 31-8-14 7-10-2 38-4-8 6-7-10 0-9-011-4-131-9-011-4-138.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-1-4], [7:0-6-0,0-1-8], [10:0-3-8,Edge], [11:Edge,0-3-8], [12:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.84 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.08 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-11,10-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=206(LC 11) Max Grav 2=1848(LC 17), 11=1754(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2536/10, 4-6=-1951/81, 6-7=-1468/100, 7-9=-1854/81, 9-10=-2117/14, 10-11=-1657/4 BOT CHORD 2-17=0/2147, 15-17=0/2147, 14-15=0/1594, 12-14=0/1681 WEBS 4-17=0/375, 4-15=-683/83, 6-15=0/753, 7-14=0/601, 9-14=-361/82, 10-12=0/1626 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-10-1, Interior(1) 2-10-1 to 15-11-12, Exterior(2R) 15-11-12 to 21-4-13, Interior(1) 21-4-13 to 23-10-12, Exterior(2R) 23-10-12 to 29-3-14, Interior(1) 29-3-14 to 38-2-12 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 8%, joint 6 = 12% 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T11A Truss Type Piggyback Base Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885895 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-ogWb40Mwo6I?bjFF6G4jtz_WQ6LWX6Iu6FT9YHzTOvn Scale = 1:76.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 3x6 6x6 6x6 3x6 3x6 3x4 3x16 MT18HS 3x6 2x4 3x12 3x4 3x6 4x6 3x4 5x6 3x6 8-1-108-1-10 19-1-1211-0-2 23-10-124-9-0 31-8-147-10-2 38-4-86-7-10 8-1-10 8-1-10 15-11-12 7-10-2 23-10-12 7-11-1 31-8-14 7-10-2 38-4-8 6-7-10 0-9-011-4-131-9-011-4-138.00 12 Plate Offsets (X,Y)-- [1:0-3-5,0-0-7], [5:0-3-1,0-3-0], [6:0-3-0,0-2-3], [9:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.93 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.64 0.03 (loc) 14-16 14-16 1 l/defl >647 >361 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11,9-10,9-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-14, 5-14, 6-14, 8-13 REACTIONS. (size)1=Mechanical, 14=0-3-8, 10=0-3-8 Max Horz 1=197(LC 11) Max Uplift 1=-30(LC 12), 10=-30(LC 12) Max Grav 1=759(LC 17), 14=2061(LC 17), 10=721(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-789/96, 3-5=-138/262, 5-6=-22/272, 6-8=-313/175, 8-9=-748/90, 9-10=-631/61 BOT CHORD 1-16=-40/771, 14-16=-40/771, 11-13=0/539 WEBS 3-16=0/548, 3-14=-941/60, 5-14=-514/45, 6-14=-989/0, 6-13=0/574, 8-13=-613/64, 8-11=0/301, 9-11=-1/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-10-1, Interior(1) 3-10-1 to 15-11-12, Exterior(2R) 15-11-12 to 21-4-13, Interior(1) 21-4-13 to 23-10-12, Exterior(2R) 23-10-12 to 29-3-14, Interior(1) 29-3-14 to 38-2-12 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T11B Truss Type Piggyback Base Qty 5 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885896 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Gs4zILNYZQQsDsqRg_byPBXhAWhkGZZ1KvCi5jzTOvm Scale = 1:76.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 3x6 6x6 6x6 3x6 3x6 3x4 3x16 MT18HS 3x6 2x4 3x12 3x4 3x6 3x6 3x4 4x6 3x6 8-1-108-1-10 19-1-1211-0-2 23-10-124-9-0 31-8-147-10-2 38-1-86-4-10 8-1-10 8-1-10 15-11-12 7-10-2 23-10-12 7-11-1 31-8-14 7-10-2 38-1-8 6-4-10 0-9-011-4-131-11-011-4-138.00 12 Plate Offsets (X,Y)-- [1:0-3-5,0-0-7], [5:0-3-1,0-3-0], [6:0-3-0,0-2-3], [9:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.93 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.64 0.03 (loc) 14-16 14-16 10 l/defl >646 >360 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,8-11,9-10,9-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-14, 5-14, 6-14, 8-13 REACTIONS. (size)1=Mechanical, 14=0-3-8, 10=Mechanical Max Horz 1=199(LC 11) Max Uplift 1=-29(LC 12), 10=-31(LC 12) Max Grav 1=764(LC 17), 14=2041(LC 17), 10=713(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-798/95, 3-5=-143/253, 5-6=-26/262, 6-8=-316/174, 8-9=-726/89, 9-10=-630/59 BOT CHORD 1-16=-41/778, 14-16=-41/778, 11-13=0/525 WEBS 3-16=0/547, 3-14=-940/60, 5-14=-508/46, 6-14=-973/0, 6-13=0/561, 8-13=-589/63, 8-11=0/285, 9-11=-2/484 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-9-12, Interior(1) 3-9-12 to 15-11-12, Exterior(2R) 15-11-12 to 21-4-7, Interior(1) 21-4-7 to 23-10-12, Exterior(2R) 23-10-12 to 29-3-8, Interior(1) 29-3-8 to 37-11-12 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T11C Truss Type Piggyback Base Qty 4 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885897 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-CFCjj1Po51gaSAzqnPdQUcc1IJShkWgKoDhp9czTOvk Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 17 14 13 12 18 16 15 27 28 29 30 31 32 33 34 3x6 5x6 3x6 3x8 3x4 3x6 6x6 3x4 6x8 3x4 3x4 6x6 3x4 3x6 2x4 3x8 5x8 5x8 3x6 3x8 5x6 2x4 8-1-10 8-1-10 15-11-11 7-10-1 21-1-12 5-2-1 21-3-8 0-1-12 24-3-8 3-0-0 25-3-8 1-0-0 31-8-14 6-5-6 38-1-8 6-4-10 8-1-10 8-1-10 15-11-11 7-10-1 23-10-12 7-11-1 31-8-14 7-10-2 38-1-8 6-4-10 0-9-011-4-131-11-02-0-011-4-138.00 12 Plate Offsets (X,Y)-- [1:0-4-13,Edge], [5:0-5-12,0-2-0], [7:0-3-8,0-1-12], [11:Edge,0-1-12], [15:0-2-4,0-2-0], [17:0-2-8,Edge], [18:0-2-0,0-2-12], [19:0-2-8,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-MS 0.68 0.64 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.03 (loc) 22-25 22-25 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-20,5-20,5-18,7-18,7-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-18 4-4-0 oc bracing: 18-19 6-0-0 oc bracing: 8-15 10-0-0 oc bracing: 16-18, 14-15 WEBS 1 Row at midpt 3-20, 5-18, 7-18 JOINTS 1 Brace at Jt(s): 18, 15REACTIONS. (size)1=Mechanical, 19=0-3-8, 12=Mechanical Max Horz 1=199(LC 11) Max Uplift 1=-8(LC 12), 12=-17(LC 12) Max Grav 1=911(LC 17), 19=1895(LC 17), 12=658(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1015/69, 3-5=-454/144, 7-8=-273/197, 8-10=-298/122, 10-11=-633/72, 11-12=-561/49 BOT CHORD 1-22=-4/960, 20-22=-4/960, 18-19=-1820/0, 6-18=-300/54, 8-15=-284/135 WEBS 3-22=0/436, 3-20=-800/82, 5-20=0/602, 5-18=-879/12, 18-20=-23/337, 7-18=-757/0, 7-15=-73/841, 10-15=-385/69, 13-15=0/447, 11-13=0/375 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=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-9-12, Interior(1) 3-9-12 to 15-11-11, Exterior(2R) 15-11-11 to 21-1-12, Interior(1) 21-1-12 to 23-10-12, Exterior(2R) 23-10-12 to 29-3-8, Interior(1) 29-3-8 to 37-11-12 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. DOTTED MEMBERS TO BE REMOVED. CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATES MUST BE FULLY EMBEDDED AND UNDISTURBED. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T12 Truss Type Common Qty 6 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885898 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-gRm6wNPQsLoQ4KY0L68f1p9DxjszTuVT0tRMi2zTOvj Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 3x6 4x8 3x6 3x8 3x4 3x6 3x6 3x6 2x4 3x6 3x6 2x4 3x8 3x4 6-4-66-4-6 12-5-46-0-14 17-11-45-6-0 24-0-26-0-14 30-4-86-4-6 -1-0-0 1-0-0 7-8-14 7-8-14 15-2-4 7-5-6 22-7-10 7-5-6 30-4-8 7-8-14 31-4-8 1-0-0 0-9-010-10-80-9-08.00 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge], [10:0-4-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.38 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 16-19 16-19 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-13,6-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)2=0-3-8, 15=0-3-8, 10=0-3-8 Max Horz 2=174(LC 11) Max Uplift 2=-72(LC 12), 10=-50(LC 12) Max Grav 2=630(LC 17), 15=1302(LC 17), 10=883(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-437/128, 6-8=-578/185, 8-10=-840/97 BOT CHORD 2-16=-13/545, 15-16=-30/482, 13-15=0/268, 12-13=-1/694, 10-12=0/753 WEBS 6-13=-6/674, 8-13=-563/100, 8-12=0/263, 6-15=-712/0, 4-15=-588/98, 4-16=0/275 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=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 15-2-4, Exterior(2R) 15-2-4 to 18-2-11, Interior(1) 18-2-11 to 31-4-8 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) 2, 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T12A Truss Type COMMON Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885899 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-8dKU7jQ2dfwHhU7Dvqfua1hOh7B2CLldFXAwEUzTOvi Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 3x6 4x8 3x6 3x8 3x4 3x6 3x6 3x6 2x4 3x6 3x6 2x4 3x8 3x4 6-4-66-4-6 12-5-46-0-14 17-11-45-6-0 24-0-26-0-14 30-4-86-4-6 -1-0-0 1-0-0 7-8-14 7-8-14 15-2-4 7-5-6 22-7-10 7-5-6 30-4-8 7-8-14 0-9-010-10-80-9-08.00 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge], [10:0-4-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.39 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 15-18 15-18 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-12,6-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-3-8, 14=0-3-8, 10=0-3-8 Max Horz 2=171(LC 11) Max Uplift 2=-70(LC 12), 10=-26(LC 12) Max Grav 2=635(LC 17), 14=1294(LC 17), 10=831(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-445/125, 6-8=-586/183, 8-10=-850/96 BOT CHORD 2-15=-31/546, 14-15=-47/483, 12-14=0/267, 11-12=-17/705, 10-11=-2/765 WEBS 6-12=-6/676, 8-12=-567/101, 8-11=0/264, 6-14=-705/0, 4-14=-587/99, 4-15=0/275 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=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 15-2-4, Exterior(2R) 15-2-4 to 18-2-11, Interior(1) 18-2-11 to 30-4-8 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) 2, 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T13 Truss Type Common Qty 12 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885900 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-50REYPSJ9GB?xnHb0EiMfSnhsxpvgLzwjrf0INzTOvg Scale = 1:65.3 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 3x6 4x8 3x6 5x8 3x4 3x8 MT18HS 4x6 2x4 4x6 2x4 5x8 3x4 10-5-1110-5-11 20-7-1310-2-3 31-1-810-5-11 7-11-2 7-11-2 15-6-12 7-7-10 23-2-6 7-7-10 31-1-8 7-11-2 0-9-011-1-80-9-08.00 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-MS 0.77 0.62 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.40 0.04 (loc) 10-12 10-12 9 l/defl >999 >923 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 121 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-10,3-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=-168(LC 10) Max Grav 1=1455(LC 17), 9=1455(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1784/45, 3-5=-1827/118, 5-7=-1827/118, 7-9=-1784/45 BOT CHORD 1-12=0/1666, 10-12=0/1107, 9-10=0/1546 WEBS 5-10=-12/912, 7-10=-418/146, 5-12=-12/912, 3-12=-418/146 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) 0-0-0 to 3-1-6, Interior(1) 3-1-6 to 15-6-12, Exterior(2R) 15-6-12 to 18-8-2, Interior(1) 18-8-2 to 31-1-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss T13A Truss Type ROOF SPECIAL Qty 3 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885901 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-ZC?cmlSxwaJsYxsoayDbBfJykKCoPqa3xVParpzTOvf Scale = 1:77.3 12 3 4 5 6 7 8 9 10 11 12 21 20 22 19 18 17 16 15 14 13 31 32 3x6 3x6 3x6 3x8 3x4 3x4 3x4 3x6 3x6 3x4 6x10 3x6 3x4 6x8 3x12 4x8 3x6 2x4 8x8 0-7-40-7-41-0-0 1-0-0 3-11-8 2-11-8 9-9-2 5-9-10 17-6-4 7-9-2 17-10-8 0-4-4 24-2-2 6-3-10 31-1-8 6-11-6 -1-0-0 1-0-0 9-9-2 9-9-2 15-6-12 5-9-10 24-2-2 8-7-6 31-1-8 6-11-6 0-9-011-1-811-8-120-9-08.00 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge], [7:0-3-0,Edge], [12:0-3-9,0-0-7], [14:0-4-12,0-2-8], [19:0-1-12,0-4-0], [19:0-1-12,0-0-0], [20:0-6-4,0-4-0], [21:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.39 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 6-20,6-14,10-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-14 10-0-0 oc bracing: 2-21 WEBS 1 Row at midpt 6-14, 10-14 REACTIONS. (size)2=0-1-12, 14=0-3-8, 12=0-3-8 Max Horz 2=176(LC 11) Max Uplift 14=-78(LC 12) Max Grav 2=816(LC 23), 14=1149(LC 1), 12=603(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-976/0, 4-6=-1012/39, 10-12=-621/0 BOT CHORD 2-21=0/832, 20-21=0/831, 8-14=-322/94, 13-14=0/517, 12-13=0/517 WEBS 6-20=-58/449, 16-20=0/367, 6-14=-534/73, 14-16=0/462, 10-14=-527/72, 10-13=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-1-6, Interior(1) 2-1-6 to 15-6-12, Exterior(2R) 15-6-12 to 18-8-2, Interior(1) 18-8-2 to 31-1-8 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 at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG10 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885902 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Vb7NBQUBSBZaoF0AiNF3G4PCJ8rEth?MPpuhvizTOvd Scale = 1:44.0 1 2 3 6 5 4789101112 13 14 15 5x8 4x6 3x12 3x12 6x8 6x8 6-11-146-11-14 13-7-26-7-4 20-7-06-11-14 10-3-8 10-3-8 20-7-0 10-3-8 0-9-07-7-50-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-2-5], [1:0-3-2,0-8-3], [3:0-3-2,0-8-3], [3:0-1-9,0-2-5], [4:0-6-6,Edge], [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.03 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=-111(LC 25) Max Uplift 1=-181(LC 8), 3=-114(LC 8) Max Grav 1=4751(LC 2), 3=4657(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5876/238, 2-3=-6132/198 BOT CHORD 1-6=-88/4737, 4-6=-49/3355, 3-4=-55/4949 WEBS 2-4=-16/3693, 2-6=-91/3205 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=181, 3=114. 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) 711 lb down and 45 lb up at 0-8-8, 708 lb down and 49 lb up at 2-8-8, 708 lb down and 49 lb up at 4-8-8, 708 lb down and 49 lb up at 6-8-8, 702 lb down and 49 lb up at 8-8-8, 693 lb down and 49 lb up at 10-8-8, 852 lb down and 28 lb up at 12-8-8, 852 lb down and 28 lb up at 14-8-8, and 852 lb down and 28 lb up at 16-8-8, and 852 lb down and 28 lb up at 18-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG10 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885902 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Vb7NBQUBSBZaoF0AiNF3G4PCJ8rEth?MPpuhvizTOvd 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, 1-3=-20 Concentrated Loads (lb) Vert: 5=-678(F) 6=-678(F) 7=-680(F) 8=-678(F) 9=-678(F) 10=-678(F) 12=-780(F) 13=-780(F) 14=-780(F) 15=-780(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG12 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885903 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-znhlOmVpCVhRPPaMF4mIpIxMrYCDc3PVdTdER8zTOvc Scale = 1:62.9 1 2 3 4 5 9 8 7 61011121314 15 16 17 3x4 4x8 3x6 6x8 10x10 2x4 5x6 4x8 10-5-610-5-6 18-1-07-7-10 2-10-12 2-10-12 10-5-6 7-6-10 18-1-0 7-7-10 0-7-410-10-80-9-08.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-8], [6:0-3-8,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.53 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.01 (loc) 6-8 6-8 5 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8 REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-263(LC 6) Max Uplift 8=-183(LC 8), 5=-111(LC 8) Max Grav 8=3923(LC 2), 5=3225(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4241/339, 4-5=-4317/190 BOT CHORD 6-8=-49/602, 5-6=-78/3432 WEBS 2-6=-311/4926, 4-6=-464/260, 2-8=-2001/154 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=183, 5=111. 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) 655 lb down and 48 lb up at 0-2-8, 638 lb down and 51 lb up at 2-2-8, 638 lb down and 51 lb up at 4-2-8, 638 lb down and 51 lb up at 6-2-8, 644 lb down and 51 lb up at 8-2-8, 585 lb down and 37 lb up at 10-2-8, 585 lb down and 37 lb up at 12-2-8, and 585 lb down and 37 lb up at 14-2-8, and 585 lb down and 37 lb up at 16-2-8 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG12 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885903 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-znhlOmVpCVhRPPaMF4mIpIxMrYCDc3PVdTdER8zTOvc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-9=-20 Concentrated Loads (lb) Vert: 7=-638(B) 6=-567(B) 8=-641(B) 11=-638(B) 12=-638(B) 13=-638(B) 15=-567(B) 16=-567(B) 17=-567(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG12A Truss Type Common Girder Qty 1 Ply 3 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885904 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RzF7b6WRzopI1Z9ZpoHXMVUbSyVkLWufs7Nn_azTOvb Scale = 1:62.9 1 2 3 4 5 8 7 6910111213 1415 16 17 3x4 6x8 3x6 6x8 10x10 2x4 5x6 4x8 10-5-610-5-6 18-1-07-7-10 2-10-12 2-10-12 10-5-6 7-6-10 18-1-0 7-7-10 8-11-510-10-80-9-08.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.71 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.44 0.01 (loc) 6-8 6-8 5 l/defl >860 >485 n/a L/d 240 180 n/a PLATES MT20 Weight: 362 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 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. WEBS 1 Row at midpt 1-8 REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-263(LC 25) Max Grav 8=6238(LC 2), 5=6458(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-8359/0, 4-5=-8513/0 BOT CHORD 6-8=0/1025, 5-6=0/6862 WEBS 2-6=0/9935, 4-6=-384/332, 2-8=-3806/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1376 lb down at 2-2-8, 1375 lb down at 4-2-8, 1375 lb down at 6-2-8, 1387 lb down at 8-2-8, 1385 lb down at 10-2-8, 1378 lb down at 12-2-8, and 1390 lb down at 14-2-8, and 1390 lb down at 16-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG12A Truss Type Common Girder Qty 1 Ply 3 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885904 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RzF7b6WRzopI1Z9ZpoHXMVUbSyVkLWufs7Nn_azTOvb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-1225(F) 6=-1225(F) 10=-1225(F) 11=-1225(F) 12=-1225(F) 14=-1225(F) 16=-1225(F) 17=-1225(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG14 Truss Type Common Girder Qty 1 Ply 3 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885905 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-NMNu0oXiVQ30GsJxxDK?RwZwnlFPpPwxKRsu2TzTOvZ Scale = 1:53.5 1 2 3 4 5 9 8 7 61011121314151617 18 19 20 5x8 5x6 5x8 6x18 MT18HS 10x10 4x10 3x12 4x10 3x12 6-3-106-3-10 12-6-46-2-10 18-8-146-2-10 25-0-86-3-10 6-3-10 6-3-10 12-6-4 6-2-10 18-8-14 6-2-10 25-0-8 6-3-10 0-9-09-1-30-9-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:Edge,0-1-12], [7:0-5-0,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.44 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.05 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 434 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 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=0-3-8, 5=0-3-8 Max Horz 1=135(LC 7) Max Grav 1=9534(LC 2), 5=9056(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12795/0, 2-3=-8710/0, 3-4=-8710/0, 4-5=-12767/0 BOT CHORD 1-9=0/10305, 7-9=0/10305, 6-7=0/10282, 5-6=0/10282 WEBS 3-7=0/9257, 4-7=-3843/0, 4-6=0/4592, 2-7=-3872/0, 2-9=0/4624 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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=25ft; 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) 1405 lb down at 1-2-0, 1405 lb down at 3-2-0, 1405 lb down at 5-2-0, 1405 lb down at 7-2-0, 1405 lb down at 9-2-0, 1405 lb down at 11-2-0, 1405 lb down at 13-2-0, 1405 lb down at 15-2-0, 1405 lb down at 17-2-0, 1405 lb down at 19-2-0, and 1405 lb down at 21-2-0, and 1405 lb down at 23-2-0 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss TG14 Truss Type Common Girder Qty 1 Ply 3 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885905 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-NMNu0oXiVQ30GsJxxDK?RwZwnlFPpPwxKRsu2TzTOvZ 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, 1-5=-20 Concentrated Loads (lb) Vert: 8=-1225(B) 10=-1225(B) 11=-1225(B) 12=-1225(B) 13=-1225(B) 14=-1225(B) 15=-1225(B) 16=-1225(B) 17=-1225(B) 18=-1225(B) 19=-1225(B) 20=-1225(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V13 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885906 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-sYwGE8YKGjBtu0u8UwrEz86Cy9eHY1c5Y5bSavzTOvY Scale = 1:36.6 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-5-116-5-1 16-5-70-0-6 8-2-11 8-2-11 16-5-7 8-2-11 0-0-45-5-130-0-48.00 12 Plate Offsets (X,Y)-- [8:0-1-14,0-1-8] 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-S 0.19 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-11. (lb) - Max Horz 1=81(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, 7 except 9=368(LC 23), 6=368(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-277/106, 4-6=-275/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-2-11, Exterior(2R) 8-2-11 to 11-2-11, Interior(1) 11-2-11 to 15-11-10 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 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) 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V14 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885907 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-KlUeRUZy11JjWATK2dMTWLfLFZ08HUZEnlL?7MzTOvX Scale = 1:26.5 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 12-5-712-5-7 6-2-11 6-2-11 12-5-7 6-2-11 0-0-44-1-130-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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 0.28 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-5-7. (lb) - Max Horz 1=-60(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=317(LC 23), 6=317(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-2-11, Exterior(2R) 6-2-11 to 9-2-11, Interior(1) 9-2-11 to 11-11-10 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 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) 7, 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V15 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885908 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-KlUeRUZy11JjWATK2dMTWLfJhZ0sHVlEnlL?7MzTOvX Scale = 1:19.2 1 2 3 4 3x4 4x6 3x4 2x4 0-0-60-0-6 8-5-78-5-1 4-2-11 4-2-11 8-5-7 4-2-11 0-0-42-9-130-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-4-11, 3=8-4-11, 4=8-4-11 Max Horz 1=-39(LC 10) Max Uplift 1=-11(LC 12), 3=-11(LC 12) Max Grav 1=162(LC 1), 3=162(LC 1), 4=275(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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-2-11, Exterior(2R) 4-2-11 to 7-2-11, Interior(1) 7-2-11 to 7-11-10 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 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V16 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885909 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-ox20fqZaoLRa7K2WcLti3ZBZ4zK20ypO0P4YfozTOvW Scale = 1:10.1 1 2 3 3x4 3x4 3x4 0-0-60-0-6 4-5-74-5-1 2-2-11 2-2-11 4-5-7 2-2-11 0-0-41-5-130-0-48.00 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 0.09 0.25 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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-11, 3=4-4-11 Max Horz 1=-18(LC 10) Max Grav 1=140(LC 1), 3=140(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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V17 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885910 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-G7cOs9aCZeZRlUdjA2OxbmkjgMgqlMHXE3q6BEzTOvV Scale = 1:50.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 23-11-1523-11-9 11-11-15 11-11-15 23-11-15 11-11-15 0-0-48-0-00-0-48.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.21 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-11-3. (lb) - Max Horz 1=-120(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=368(LC 17), 11=415(LC 17), 12=386(LC 17), 9=416(LC 18), 8=386(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-259/96, 5-9=-259/96 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 11-11-15, Exterior(2R) 11-11-15 to 14-11-15, Interior(1) 14-11-15 to 23-6-2 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) 11, 12, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V18 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885911 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-kKAn3VbqKyhINdCvjmvA8_HrsmyeUq9hTjZfjgzTOvU Scale = 1:42.3 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 19-11-1519-11-9 9-11-15 9-11-15 19-11-15 9-11-15 0-0-46-8-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.43 0.14 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: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-3. (lb) - Max Horz 1=-99(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=285(LC 17), 9=583(LC 17), 6=584(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-352/122, 4-6=-349/122 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 9-11-15, Exterior(2R) 9-11-15 to 12-11-15, Interior(1) 12-11-15 to 19-6-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V19 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885912 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-CWk9HrcT5Gp9?nn5HTRPgBp3uAN7DIxqiNJCG7zTOvT Scale = 1:34.0 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 15-11-1515-11-9 7-11-15 7-11-15 15-11-15 7-11-15 0-0-45-4-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 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: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-3. (lb) - Max Horz 1=-78(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=356(LC 23), 6=356(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-267/106, 4-6=-267/106 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 7-11-15, Exterior(2R) 7-11-15 to 10-11-15, Interior(1) 10-11-15 to 15-6-2 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) 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V20 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885913 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-giIXUBd5sZx0cxLIrByeDPMDcajNymuzx12moZzTOvS Scale = 1:25.7 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 11-11-1511-11-15 5-11-15 5-11-15 11-11-15 5-11-15 0-0-44-0-00-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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 0.24 0.10 0.06 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-15. (lb) - Max Horz 1=57(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=302(LC 23), 6=302(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-11-15, Exterior(2R) 5-11-15 to 8-11-15, Interior(1) 8-11-15 to 11-6-2 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) 7, 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V21 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885914 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-8urviXdjdt4tE5wUPuTtmcvL3_1rhDI79hoJK?zTOvR Scale = 1:18.3 1 2 3 4 3x4 4x6 3x4 2x4 0-0-60-0-6 7-11-157-11-9 3-11-15 3-11-15 7-11-15 3-11-15 0-0-42-8-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-3, 3=7-11-3, 4=7-11-3 Max Horz 1=-37(LC 10) Max Uplift 1=-11(LC 12), 3=-11(LC 12) Max Grav 1=151(LC 1), 3=151(LC 1), 4=261(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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 3-11-15, Exterior(2R) 3-11-15 to 6-11-15, Interior(1) 6-11-15 to 7-6-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V22 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885915 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-d5PHvteLOBCksFVgyc_6IqRcvNOSQgIGOKXtsSzTOvQ Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-60-0-6 3-11-153-11-9 1-11-15 1-11-15 3-11-15 1-11-15 0-0-41-4-00-0-48.00 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 0.19 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-3, 3=3-11-3 Max Horz 1=-16(LC 10) Max Grav 1=121(LC 1), 3=121(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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V23 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885916 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-5Hzf7Dfz8UKbTP4sWJVLr1_kHnk594PQd_HQPuzTOvP Scale = 1:55.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 163x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 26-2-1526-2-9 13-1-7 13-1-7 26-2-15 13-1-7 0-0-48-9-00-0-48.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 26-2-3. (lb) - Max Horz 1=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=378(LC 17), 11=424(LC 17), 12=481(LC 17), 9=424(LC 18), 8=481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-289/96, 6-8=-289/96 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=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 13-1-7, Exterior(2R) 13-1-7 to 16-1-7, Interior(1) 16-1-7 to 25-9-2 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) 11, 12, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V24 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885917 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-ZTX2KZgbvoSS5Yf3400aNFWwnB2PuXcZre0zxKzTOvO Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-922-2-9 22-2-150-0-6 11-1-7 11-1-7 22-2-15 11-1-7 0-0-47-5-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.22 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-2-3. (lb) - Max Horz 1=-111(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=363(LC 17), 12=426(LC 17), 13=338(LC 17), 9=428(LC 18), 8=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-265/98, 5-9=-265/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 11-1-7, Exterior(2R) 11-1-7 to 14-1-7, Interior(1) 14-1-7 to 21-9-2 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) 12, 13, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V25 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885918 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-1g5QXvgDg6aJjiEFekXpwS34JbNDd08i4ImXTmzTOvN Scale = 1:38.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 18-2-1518-2-9 9-1-7 9-1-7 18-2-15 9-1-7 0-0-46-1-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.31 0.12 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: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-3. (lb) - Max Horz 1=-90(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=319(LC 17), 9=499(LC 17), 6=499(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-312/110, 4-6=-310/110 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=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 9-1-7, Exterior(2R) 9-1-7 to 12-1-7, Interior(1) 12-1-7 to 17-9-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V26 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885919 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-VsfolEhsRPiAKspRBR32TgcDK?mlMTtsJyV40DzTOvM Scale = 1:30.1 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 14-2-1514-2-9 7-1-7 7-1-7 14-2-15 7-1-7 0-0-44-9-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.10 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-3. (lb) - Max Horz 1=-69(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=261(LC 1), 8=317(LC 23), 6=317(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 7-1-7, Exterior(2R) 7-1-7 to 10-1-7, Interior(1) 10-1-7 to 13-9-2 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) 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V27 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885920 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-VsfolEhsRPiAKspRBR32TgcA9?lOMT5sJyV40DzTOvM Scale = 1:22.3 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-60-0-6 10-2-1510-2-9 5-1-7 5-1-7 10-2-15 5-1-7 0-0-43-5-00-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.19 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-2-3, 3=10-2-3, 4=10-2-3 Max Horz 1=-48(LC 10) Max Uplift 1=-7(LC 12), 3=-7(LC 12) Max Grav 1=183(LC 1), 3=183(LC 1), 4=377(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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-1-7, Exterior(2R) 5-1-7 to 8-1-7, Interior(1) 8-1-7 to 9-9-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V28 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885921 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-z2DAyaiUCjq1y0Oel9aH?t8PLO_65xX?YcFeYfzTOvL Scale = 1:15.1 1 2 3 3x4 3x4 3x4 6-2-96-2-9 6-2-150-0-6 3-1-7 3-1-7 6-2-15 3-1-7 0-0-42-1-00-0-48.00 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 0.21 0.60 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-2-3, 3=6-2-3 Max Horz 1=27(LC 11) Max Grav 1=211(LC 1), 3=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V29 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885922 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RFnYAwj6z1ytaAzqJs5WY4hYPoMnqME9mG_B45zTOvK Scale = 1:44.2 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 20-10-1520-10-9 10-5-7 10-5-7 20-10-15 10-5-7 0-0-46-11-100-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.51 0.16 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: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-10-3. (lb) - Max Horz 1=-104(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=262(LC 17), 9=623(LC 17), 6=623(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-374/130, 4-6=-371/129 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 10-5-7, Exterior(2R) 10-5-7 to 13-5-7, Interior(1) 13-5-7 to 20-5-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V30 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885923 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-vRKxNGkkkK4kBKX0tacl4IEl_CmCZqGI?wkkcYzTOvJ Scale = 1:37.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-10-916-10-9 16-10-150-0-6 8-5-7 8-5-7 16-10-15 8-5-7 0-0-45-7-100-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.24 0.11 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-10-3. (lb) - Max Horz 1=-83(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=332(LC 17), 9=446(LC 17), 6=446(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-285/105, 4-6=-283/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-5-7, Exterior(2R) 8-5-7 to 11-5-7, Interior(1) 11-5-7 to 16-5-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V31 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885924 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:20:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-OduJbckMVeCbpT6DQH7_dVmuqc8ZIHBSEaTI9_zTOvI Scale = 1:27.4 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 12-10-1512-10-15 6-5-7 6-5-7 12-10-15 6-5-7 0-0-44-3-100-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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 0.32 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-15. (lb) - Max Horz 1=62(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=333(LC 23), 6=333(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-5-7, Exterior(2R) 6-5-7 to 9-5-7, Interior(1) 9-5-7 to 12-5-2 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) 7, 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V32 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885925 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:21:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-sqShoyl_GyKSRdhP_?eDAjJ1h0SM1lebSEDrhQzTOvH Scale = 1:20.1 1 2 3 43x4 4x6 3x4 2x4 0-0-60-0-6 8-10-158-10-9 4-5-7 4-5-7 8-10-15 4-5-7 0-0-42-11-100-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.13 0.06 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-10-3, 3=8-10-3, 4=8-10-3 Max Horz 1=-41(LC 10) Max Uplift 1=-12(LC 12), 3=-12(LC 12) Max Grav 1=172(LC 1), 3=172(LC 1), 4=291(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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-5-7, Exterior(2R) 4-5-7 to 7-5-7, Interior(1) 7-5-7 to 8-5-2 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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V33 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885926 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:21:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-K003?Imc1FSJ2nGbYiASiwsIdPldmBnkhuyODszTOvG Scale = 1:10.9 1 2 3 3x4 3x4 3x4 0-0-60-0-6 4-10-154-10-9 2-5-7 2-5-7 4-10-15 2-5-7 0-0-41-7-100-0-48.00 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 0.11 0.32 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-3, 3=4-10-3 Max Horz 1=-21(LC 10) Max Grav 1=158(LC 1), 3=158(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 6,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001025 Truss V34 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 194B TG - Austin Job Reference (optional) I40885927 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 15:21:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-K003?Imc1FSJ2nGbYiASiwsHxPplmA1khuyODszTOvG Scale = 1:49.3 1 2 3 4 7 6 583x4 3x4 3x4 2x4 3x6 2x4 2x4 12-4-11 12-4-11 0-0-48-3-28.00 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-S 0.16 0.12 0.11 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: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 12-4-5. (lb) - Max Horz 1=177(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=319(LC 17), 7=421(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-256/126 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 12-2-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 6,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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