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HomeMy WebLinkAbout211JGB - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 10,2020 Liu, Xuegang Pages or sheets covered by this seal: I39850308 thru I39850357 My license renewal date for the state of Indiana is July 31, 2020. B20000037 Wedgewood 211 Bridgemont 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 B20000037 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850308 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-HWAiKrw1NKLqWZklekBHDzLmIfJKNMCfsGpAr1zwlI3 Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 2x4 3x4 3x4 4x6 3x4 2x4 3x4 3x4 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 24-3-024-3-0 -1-2-8 1-2-8 12-1-8 12-1-8 24-3-0 12-1-8 25-5-8 1-2-8 1-0-010-1-21-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.07 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 23 23 24 23 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 160 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* 12-33,11-34,13-32: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 13-32 REACTIONS.All bearings 24-3-0. (lb) - Max Horz 43=-200(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 34, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except 43=-101(LC 6), 42=-108(LC 10) Max Grav All reactions 250 lb or less at joint(s) 43, 24, 33, 34, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Exterior(2N) 2-9-8 to 8-1-8, Corner(3R) 8-1-8 to 16-1-8, Exterior(2N) 16-1-8 to 21-5-8, Corner(3E) 21-5-8 to 25-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 34, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except (jt=lb) 43=101, 42=108. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850309 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-AIQDADzXRZrF?A1WtaFDNpVFAGYgJ31FmunO_ozwlI? Scale = 1:83.7 1 2 3 4 5 6 7 8 9 24 23 22 21 20 19 18 17 1615 14 13 12 11 10 64 65 66 67 68 69 3x6 5x10 MT18HS 5x6 4x6 3x4 3x6 3x6 4x6 5x12 3x6 3x4 8x8 3x4 3x6 3x4 6x8 3x4 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 23-11-8 0-4-0 27-3-0 3-3-8 32-9-0 5-6-0 38-1-8 5-4-8 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 27-3-0 3-7-8 32-9-0 5-6-0 38-1-8 5-4-8 1-0-012-0-02-3-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-4,0-1-8], [7:0-4-4,0-2-0], [21:0-4-0,0-3-4], [53:0-1-10,0-1-0], [55:0-1-10,0-1-0], [57:0-1-10,0-1-0], [63:0-1-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.68 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 -0.01 0.02 (loc) 20-21 20-21 10 21-23 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 350 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-21,6-21,7-19: 2x4 SPF No.2, 2-24,9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 30-31,41-42,44-45,46-47,48-49,50-51: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18,16-17. 1 Row at midpt 6-19 WEBS 1 Row at midpt 3-21, 5-21, 19-21, 7-19, 7-16, 8-16 REACTIONS.All bearings 14-5-8 except (jt=length) 24=0-3-8. (lb) - Max Horz 24=237(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 19, 10, 12, 17, 13 Max Grav All reactions 250 lb or less at joint(s) 10, 17, 18, 15, 14, 13, 11 except 24=1073(LC 17), 19=1368(LC 2), 19=1318(LC 1), 12=414(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/32, 3-5=-699/118, 5-6=-464/142, 2-24=-962/53 BOT CHORD 23-24=-227/449, 21-23=-84/975, 6-19=-1086/122 WEBS 3-23=0/299, 3-21=-600/155, 6-21=-37/898, 8-12=-317/94, 2-23=0/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 9-0-2, Exterior(2R) 9-0-2 to 20-3-14, Interior(1) 20-3-14 to 21-7-2, Exterior(2R) 21-7-2 to 32-9-0, Interior(1) 32-9-0 to 33-11-12, Exterior(2E) 33-11-12 to 37-11-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 4% 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, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 19, 10, 12, 17, 13. 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.January 10,2020 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 B20000037 Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850310 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-?SnURG1I1PcPj5VgEqMdd4lHahfdjp279qEiBSzwlHv Scale = 1:81.8 1 2 3 4 5 6 7 8 9 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 72 73 74 75 76 77 78 5x10 MT18HS 5x6 3x4 3x6 4x6 5x12 3x6 3x6 3x4 8x8 3x4 5x8 3x4 6x6 10x10 6x6 6x6 5x6 7-3-07-3-0 14-8-07-5-0 23-7-88-11-8 24-3-80-8-0 27-3-02-11-8 33-5-126-2-12 39-11-06-5-4 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 27-3-0 3-7-8 33-5-12 6-2-12 39-11-0 6-5-4 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-6-4,0-1-8], [7:0-4-4,0-2-0], [8:0-4-0,0-3-0], [10:0-1-12,0-0-0], [10:Edge,0-8-4], [18:0-4-0,0-3-4], [22:0-2-8,0-1-8], [34:0-0-13,0-1-12], [37:0-0-13,0-1-12], [51:0-1-10,0-0-0], [53:0-1-10,0-0-0], [55:0-1-10,0-0-0], [57:0-1-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.39 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 24-25 24-25 10 11-13 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 365 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,7-14: 2x4 SPF No.2, 2-25,9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 33-34,44-45,47-48,49-50,51-52: 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 (8-9-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17,15-16. 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-18, 5-18, 14-18, 6-18, 7-14, 8-13 REACTIONS.All bearings 23-7-8 except (jt=length) 14=0-7-8, 10=0-3-8. (lb) - Max Horz 25=225(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 18, 10, 16 except 23=-161(LC 3) Max Grav All reactions 250 lb or less at joint(s) 15, 15, 17, 19, 20, 21 except 25=397(LC 23), 14=1009(LC 26), 24=589(LC 17), 18=737(LC 1), 10=675(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-299/119, 8-9=-732/54, 2-25=-333/48, 9-10=-576/52 BOT CHORD 24-25=-218/405, 6-14=-456/117, 11-13=0/501 WEBS 3-24=-273/90, 5-18=-493/76, 7-14=-666/16, 7-13=-16/553, 8-13=-539/127, 8-11=0/254, 9-11=0/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 9-0-2, Exterior(2R) 9-0-2 to 20-3-14, Interior(1) 20-3-14 to 21-7-2, Exterior(2R) 21-7-2 to 32-10-14, Interior(1) 32-10-14 to 35-9-4, Exterior(2E) 35-9-4 to 39-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 5 = 0% 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 18, 10, 16 except (jt=lb) 23=161. Continued on page 2 January 10,2020 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 B20000037 Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850310 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-?SnURG1I1PcPj5VgEqMdd4lHahfdjp279qEiBSzwlHv NOTES- 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) 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 B20000037 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850311 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-TeLsec2wojkGLF3snYts9IIYv52GSKZHNUzGjuzwlHu Scale = 1:25.4 1 2 3 4 5 9 8 7 6 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-9-0 3-9-0 2-6-144-5-66.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 6 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-9-0. (lb) - Max Horz 9=120(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=-218(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8 except 9=262(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except (jt=lb) 8=218. 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. January 10,2020 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 B20000037 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850312 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-xqvFsy3ZY0s7zPe2LFP5iVqpGVRSBmDQc8jpFLzwlHt Scale = 1:43.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-015-11-0 -1-2-8 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 0-10-146-10-80-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.05 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 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 6-0-0 oc bracing. REACTIONS.All bearings 15-11-0. (lb) - Max Horz 28=142(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-7-8, Exterior(2N) 2-7-8 to 3-11-8, Corner(3R) 3-11-8 to 11-11-8, Exterior(2N) 11-11-8 to 13-1-8, Corner(3E) 13-1-8 to 17-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850313 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:09:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-P0Td3I4BJK__aZDEvzwKEjNrauhEwEVaroSMonzwlHs Scale = 1:25.9 1 2 3 4 5 9 8 7 6 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-11-8 3-11-8 2-6-144-6-106.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.76 0.33 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-11-8. (lb) - Max Horz 9=75(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-139(LC 10) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-118/284 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=139. 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. January 10,2020 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 B20000037 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850314 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-tD0?Ge5p4e6rCjoRTgRZnwwAnI68fiUj4SCwKDzwlHr Scale = 1:7.8 1 2 3 4 2x4 2x4 2x4 -1-2-8 1-2-8 1-11-8 1-11-8 0-4-31-0-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=51/1-11-8, 2=170/1-11-8 Max Horz 2=26(LC 7) Max Uplift 2=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. January 10,2020 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 B20000037 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850315 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-LPaNU_5RrxEhqtNd0OyoK8SF3iP3O?VtI5xTsgzwlHq Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 313234 3335 36 37 4x6 3x6 4x6 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-1-818-1-8 -1-2-8 1-2-8 9-0-12 9-0-12 18-1-8 9-0-12 19-4-0 1-2-8 2-8-1411-9-102-8-1412.00 12 Plate Offsets (X,Y)-- [18:Edge,0-3-8], [25:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.25 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 16 16 18 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 134 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* 7-24,11-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-24, 11-23 JOINTS 1 Brace at Jt(s): 31 REACTIONS.All bearings 18-1-8. (lb) - Max Horz 30=-251(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 21, 20 except 30=-323(LC 6), 18=-316(LC 7), 26=-140(LC 10), 29=-417(LC 7), 22=-141(LC 11), 19=-411(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 22, 21, 20 except 30=492(LC 18), 18=486(LC 17), 24=508(LC 20), 29=414(LC 8), 23=508(LC 19), 19=407(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-30=-315/184, 6-7=-141/381, 8-9=-142/296, 9-10=-142/296, 11-12=-141/381, 16-18=-312/180 WEBS 9-31=-327/113, 24-34=-265/6, 7-34=-264/12, 23-35=-265/6, 11-35=-264/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Exterior(2N) 2-9-8 to 5-0-12, Corner(3R) 5-0-12 to 13-0-12, Exterior(2N) 13-0-12 to 15-4-0, Corner(3E) 15-4-0 to 19-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 21, 20 except (jt=lb) 30=323, 18=316, 26=140, 29=417, 22=141, 19=411. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850316 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-Hoi8vf7hNZUP3AX08o_GPZYaoW5ys?w9mPQaxYzwlHo Scale = 1:81.0 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 52 53 4x6 3x6 3x4 4x6 3x4 3x6 4x6 3x4 28-7-028-7-0 -1-2-8 1-2-8 14-3-8 14-3-8 28-7-0 14-3-8 29-9-8 1-2-8 2-4-1413-1-82-4-149.00 12 Plate Offsets (X,Y)-- [28:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.22 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 27 27 28 26 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 247 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* 14-39,13-40,12-42,11-43,10-44,15-38,16-37,17-36,18-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-39, 13-40, 12-42, 11-43, 10-44, 15-38, 16-37, 17-36, 18-35 REACTIONS.All bearings 28-7-0. (lb) - Max Horz 51=-267(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except 51=-401(LC 6), 28=-380(LC 7), 50=-382(LC 7), 29=-364(LC 6) Max Grav All reactions 250 lb or less at joint(s) 40, 42, 43, 44, 45, 46, 47, 48, 49, 38, 37, 36, 35, 34, 33, 32, 31, 30 except 51=459(LC 9), 28=437(LC 8), 39=288(LC 11), 50=436(LC 8), 29=417(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-51=-281/220, 8-10=-131/269, 10-11=-151/303, 11-12=-170/336, 12-13=-195/381, 13-14=-194/377, 14-15=-194/377, 15-16=-195/381, 16-17=-170/336, 17-18=-151/303, 18-20=-131/269, 26-28=-271/208 WEBS 14-39=-372/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Exterior(2N) 2-9-8 to 10-3-8, Corner(3R) 10-3-8 to 18-3-8, Exterior(2N) 18-3-8 to 25-9-8, Corner(3E) 25-9-8 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=401, 28=380, 50=382, 29=364. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850317 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-iNOGXh9agUs_weFbpxYz1BA5jj6a3MwcSNfEXtzwlHl Scale = 1:81.0 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 50 49 48 47 46 45 44 43 42 4140 39 38 37 36 35 34 33 32 31 30 29 28 27 51 52 4x6 3x6 3x4 4x6 3x4 3x6 4x6 3x4 28-4-028-4-0 -1-2-8 1-2-8 14-3-8 14-3-8 28-4-0 14-0-8 2-4-1413-1-82-7-29.00 12 Plate Offsets (X,Y)-- [27:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.22 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.01 -0.00 (loc) 1 1 27 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 245 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* 14-38,13-39,12-41,11-42,10-43,15-37,16-36,17-35,18-34: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-38, 13-39, 12-41, 11-42, 10-43, 15-37, 16-36, 17-35, 18-34 REACTIONS.All bearings 28-4-0. (lb) - Max Horz 50=262(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29 except 50=-419(LC 6), 27=-495(LC 9), 49=-433(LC 7), 28=-422(LC 6) Max Grav All reactions 250 lb or less at joint(s) 39, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 50=498(LC 9), 27=489(LC 8), 38=279(LC 11), 49=452(LC 8), 28=510(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-50=-302/231, 10-11=-159/280, 11-12=-178/313, 12-13=-203/357, 13-14=-203/355, 14-15=-203/355, 15-16=-203/357, 16-17=-178/313, 17-18=-159/280 WEBS 14-38=-349/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Exterior(2N) 2-9-8 to 10-3-8, Corner(3R) 10-3-8 to 18-3-8, Exterior(2N) 18-3-8 to 24-2-4, Corner(3E) 24-2-4 to 28-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 50=419, 27=495, 49=433, 28=422. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.January 10,2020 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 B20000037 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850318 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-AZyek1ACRn_rYoqnNe3CZPiKo7VJopIlh1Oo4JzwlHk Scale = 1:41.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -1-2-8 1-2-8 5-5-8 5-5-8 10-11-0 5-5-8 12-1-8 1-2-8 1-2-146-8-61-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.06 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 11 11 12 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 20=-147(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-112/282, 6-7=-112/282 WEBS 6-16=-327/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Corner(3R) 2-9-8 to 8-1-8, Corner(3E) 8-1-8 to 12-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss GE12 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850319 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-6y3P9jBSzPFZn5_9U35geqohVwAfGl628Ltu8CzwlHi Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 47 48 2x4 3x4 3x4 4x6 3x4 3x4 2x4 3x4 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 25-11-025-11-0 -1-2-8 1-2-8 12-11-8 12-11-8 25-11-0 12-11-8 0-10-1410-7-80-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 25 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 176 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* 13-35,12-36,11-37,14-34,15-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-35, 12-36, 11-37, 14-34, 15-33 REACTIONS.All bearings 25-11-0. (lb) - Max Horz 46=203(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27 except 46=-133(LC 6), 25=-112(LC 9), 45=-144(LC 10), 26=-133(LC 11) Max Grav All reactions 250 lb or less at joint(s) 25, 35, 36, 37, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26 except 46=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 2-9-8, Exterior(2N) 2-9-8 to 8-11-8, Corner(3R) 8-11-8 to 16-11-8, Exterior(2N) 16-11-8 to 21-9-4, Corner(3E) 21-9-4 to 25-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 46=133, 25=112, 45=144, 26=133. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss M01 Truss Type Monopitch Qty 14 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850320 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-a8dnN2C4kiNQPFZM2ncvB1KtBKXX?DzBN?dSgezwlHh Scale = 1:7.8 1 2 3 4 2x4 2x4 2x4 1-11-81-11-8 -1-2-8 1-2-8 1-11-8 1-11-8 0-4-31-0-10-8-90-3-81-0-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=46/0-1-8, 2=171/0-3-8 Max Horz 2=25(LC 7) Max Uplift 2=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850321 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-a8dnN2C4kiNQPFZM2ncvB1KrUKVj?DeBN?dSgezwlHh Scale = 1:17.4 1 2 3 5 4 2x4 2x4 3x4 3x4 3-11-83-11-8 -0-10-8 0-10-8 3-11-8 3-11-8 1-6-142-10-112-7-30-3-82-10-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.15 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-3-8, 4=138/0-1-8 Max Horz 5=77(LC 7) Max Uplift 5=-31(LC 6), 4=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850322 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-2KB9aODiV0VH0P8YcU78kFt0ckgNkcMLbfM?D4zwlHg Scale = 1:71.6 1 2 3 4 5 6 9 8 7101112 3x4 2x4 4x6 3x12 3x4 3x4 4x6 3x6 2x4 3x6 8-1-88-1-8 16-3-08-1-8 5-6-3 5-6-3 10-8-13 5-2-11 16-3-0 5-6-3 0-10-1413-1-29.00 12 Plate Offsets (X,Y)-- [1:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.89 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.01 0.06 (loc) 1-9 1-9 7 1-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-5-1 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 6-7 REACTIONS.(lb/size)7=775/0-3-8, 1=2092/0-3-8 Max Horz 1=353(LC 8) Max Uplift 7=-179(LC 8) Max Grav 7=934(LC 31), 1=2092(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1079/0, 3-5=-941/0 BOT CHORD 1-9=-189/865, 7-9=-94/448 WEBS 3-9=-293/158, 5-9=-49/929, 5-7=-836/176 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=179. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1578 lb down and 104 lb up at 1-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 1-7=-20 Continued on page 2 January 10,2020 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 B20000037 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850322 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-2KB9aODiV0VH0P8YcU78kFt0ckgNkcMLbfM?D4zwlHg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1578(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 B20000037 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850323 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-XXlXokELFKd8eZjkABfNGSPDJ84nT7MUqJ6YlXzwlHf Scale = 1:17.4 1 2 4 35 2x4 4x6 2x4 3x4 3-11-83-11-8 3-11-8 3-11-8 1-6-142-10-114.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.56 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 -0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=637/Mechanical, 4=660/0-3-8 Max Horz 4=42(LC 5) Max Grav 3=688(LC 2), 4=714(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) This truss 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) 1146 lb down at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1003(F) January 10,2020 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 B20000037 Truss PB01 Truss Type Piggyback Qty 17 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850324 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-?jJw?4Fz0dl?GjIxjvAcpgyNGYXvCZbe3zr6HzzwlHe Scale = 1:29.2 12 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 6-3-8 6-3-8 12-7-0 6-3-8 0-4-104-7-20-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-11. (lb) - Max Horz 2=-81(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=294(LC 17), 8=293(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 4-3-7, Exterior(2R) 4-3-7 to 8-3-9, Exterior(2E) 8-3-9 to 12-3-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 6, 10, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 10,2020 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 B20000037 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850325 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-TvtIDQFbnxtrtst7HchrLtVaFxuex1UnIdbfpPzwlHd Scale = 1:29.2 12 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 6-3-8 6-3-8 12-7-0 6-3-8 0-4-104-7-20-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 46 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 11-2-11. (lb) - Max Horz 2=-81(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 4-3-7, Exterior(2R) 4-3-7 to 8-3-9, Exterior(2E) 8-3-9 to 12-3-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 16, 17, 18, 14, 13, 12. 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. January 10,2020 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 B20000037 Truss T01 Truss Type Common Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850326 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-x5QgQmGDYF?iV0SJrKC4u51c7L3pgOWwWHKDMszwlHc Scale = 1:62.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 19 20 21 22 3x4 4x8 3x6 5x12 4x6 3x6 3x4 3x6 3x4 2x4 4x8 3x6 8-1-138-1-13 16-1-37-11-5 24-3-08-1-13 -1-2-8 1-2-8 5-6-0 5-6-0 12-1-8 6-7-8 18-9-0 6-7-8 24-3-0 5-6-0 25-5-8 1-2-8 1-0-010-1-21-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.73 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.27 0.03 0.03 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12,6-14: 2x4 SPF No.2, 9-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-11 REACTIONS.(lb/size)2=1036/0-3-8, 11=1046/0-7-0 Max Horz 2=195(LC 9) Max Uplift 2=-4(LC 10), 11=-5(LC 11) Max Grav 2=1151(LC 17), 11=1159(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1295/50, 4-6=-1189/112, 6-8=-1200/112, 8-9=-451/55, 9-11=-441/70 BOT CHORD 2-14=-45/1089, 12-14=0/744, 11-12=0/970 WEBS 6-12=-56/578, 6-14=-61/566, 4-14=-271/172, 8-11=-925/10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 8-1-8, Exterior(2R) 8-1-8 to 16-1-8, Interior(1) 16-1-8 to 21-5-8, Exterior(2E) 21-5-8 to 25-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 11. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 10,2020 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 B20000037 Truss T02 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850327 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-PI_2d6HrJY7Z7A0WP1jJQIaj_lRmPpz4lx4muIzwlHb Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 3x6 5x10 MT18HS 5x6 4x6 3x12 4x6 4x6 3x6 3x6 4x6 5x12 2x4 3x6 2x4 8x8 3x4 3x6 3x4 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 23-11-8 0-4-0 27-3-0 3-3-8 32-9-0 5-6-0 38-1-8 5-4-8 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 27-3-0 3-7-8 32-9-0 5-6-0 38-1-8 5-4-8 1-0-012-0-02-3-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge], [6:0-6-4,0-1-8], [8:0-4-4,0-2-0], [16:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.62 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.01 0.02 (loc) 15-16 15-16 11 2-18 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-16, 6-16, 14-16, 8-14, 9-13 REACTIONS.(lb/size)2=977/0-3-8, 14=1612/0-3-8, 11=521/0-5-8 Max Horz 2=206(LC 7) Max Uplift 2=-24(LC 10), 11=-30(LC 11) Max Grav 2=1098(LC 17), 14=1799(LC 2), 11=567(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1236/41, 4-6=-692/107, 6-7=-463/134, 8-9=-263/136, 9-10=-487/69, 10-11=-489/56 BOT CHORD 2-18=-128/996, 16-18=-128/996, 7-14=-1116/102, 12-13=0/332 WEBS 4-18=0/401, 4-16=-638/157, 7-16=-12/936, 8-14=-596/0, 8-13=-18/475, 9-13=-389/108, 10-12=0/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 9-0-2, Exterior(2R) 9-0-2 to 20-3-14, Interior(1) 20-3-14 to 21-7-2, Exterior(2R) 21-7-2 to 32-9-0, Interior(1) 32-9-0 to 33-11-12, Exterior(2E) 33-11-12 to 37-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 10,2020 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 B20000037 Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850328 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-tUYQrSIT4sFQkKbiylEYzW7tP9m28GDD_bpJQkzwlHa Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 3x6 5x10 MT18HS 5x6 4x6 3x12 4x6 4x6 3x6 3x6 4x6 5x12 2x4 3x6 2x4 8x8 3x4 3x6 3x4 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 23-11-8 0-4-0 27-3-0 3-3-8 32-9-0 5-6-0 38-5-8 5-8-8 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 27-3-0 3-7-8 32-9-0 5-6-0 38-5-8 5-8-8 1-0-012-0-02-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge], [6:0-6-4,0-1-8], [8:0-4-4,0-2-0], [10:0-3-0,0-1-8], [16:0-4-0,0-3-4] 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 0.93 0.68 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.01 0.02 (loc) 15-16 15-16 11 2-18 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 4-16, 6-16, 14-16, 8-14, 9-13 REACTIONS.(lb/size)2=974/0-3-8, 14=1633/0-3-8, 11=531/Mechanical Max Horz 2=206(LC 7) Max Uplift 2=-25(LC 10), 11=-32(LC 11) Max Grav 2=1094(LC 17), 14=1822(LC 2), 11=578(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1232/43, 4-6=-688/109, 6-7=-459/135, 8-9=-262/140, 9-10=-515/72, 10-11=-494/60 BOT CHORD 2-18=-125/993, 16-18=-125/993, 7-14=-1123/101, 12-13=0/348 WEBS 4-18=0/401, 4-16=-638/157, 7-16=-11/942, 8-14=-615/0, 8-13=-21/494, 9-13=-418/111, 10-12=0/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 9-0-2, Exterior(2R) 9-0-2 to 20-3-14, Interior(1) 20-3-14 to 21-7-2, Exterior(2R) 21-7-2 to 32-9-0, Interior(1) 32-9-0 to 34-3-12, Exterior(2E) 34-3-12 to 38-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 0% 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 10,2020 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 B20000037 Truss T04 Truss Type PIGGYBACK BASE Qty 9 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850329 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-ptgBG7JkcTV8_el44AH02xCDEySIcAiWRvIQVdzwlHY Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 36 3x6 5x10 MT18HS 5x6 5x12 4x6 3x6 3x6 4x6 5x12 3x6 3x6 2x4 8x8 3x4 5x8 2x4 3x8 4x6 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 23-11-8 0-4-0 27-3-0 3-3-8 33-5-12 6-2-12 39-11-0 6-5-4 -1-2-8 1-2-8 7-3-0 7-3-0 14-8-0 7-5-0 23-7-8 8-11-8 27-3-0 3-7-8 33-5-12 6-2-12 39-11-0 6-5-4 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-1-8], [8:0-4-4,0-2-0], [9:0-4-0,0-3-0], [11:0-5-12,0-0-1], [17:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.63 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 -0.02 0.03 (loc) 16-17 16-17 2 19-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,7-17,8-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-17, 6-17, 15-17, 8-15, 9-14 REACTIONS.(lb/size)2=941/0-3-8, 15=1771/0-3-8, 11=554/0-3-8 Max Horz 2=206(LC 7) Max Uplift 2=-44(LC 10), 11=-65(LC 11) Max Grav 2=1065(LC 17), 15=1957(LC 2), 11=629(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1146/81, 4-6=-639/138, 6-7=-417/159, 8-9=-260/187, 9-11=-650/130 BOT CHORD 2-19=-131/963, 17-19=-131/963, 7-15=-1163/100, 12-14=-20/457, 11-12=-20/455 WEBS 4-19=0/367, 4-17=-638/159, 7-17=0/992, 8-15=-731/0, 8-14=-11/559, 9-14=-552/127, 9-12=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 9-0-2, Exterior(2R) 9-0-2 to 20-3-14, Interior(1) 20-3-14 to 21-7-2, Exterior(2R) 21-7-2 to 32-10-14, Interior(1) 32-10-14 to 35-11-0, Exterior(2E) 35-11-0 to 39-11-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 10,2020 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 B20000037 Truss T05 Truss Type Common Qty 2 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850330 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-ptgBG7JkcTV8_el44AH02xCCjyQDcGmWRvIQVdzwlHY Scale = 1:42.0 1 2 3 4 5 6 78 9 4x6 3x8 3x4 3x4 3x8 4x6 4x6 2x4 7-11-87-11-8 15-11-07-11-8 -1-2-8 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 0-10-146-10-80-10-149.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-1], [6:0-6-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.76 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.01 0.04 (loc) 6-7 2-7 6 2-7 l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 5-0-11, Right 2x6 SPF No.2 5-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=634/0-3-8, 2=712/0-3-8 Max Horz 2=122(LC 7) Max Uplift 2=-7(LC 10) Max Grav 6=744(LC 18), 2=815(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-810/59, 4-6=-807/57 BOT CHORD 2-7=0/574, 6-7=0/574 WEBS 4-7=0/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 3-11-8, Exterior(2R) 3-11-8 to 11-11-0, Exterior(2E) 11-11-0 to 15-11-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T06 Truss Type ROOF SPECIAL Qty 7 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850331 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-I3EZTTKMNnd?bnKHetoFb8lRfMmBLZFggZ2_13zwlHX Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 6x6 3x6 6x6 3x4 3x6 5x12 3x8 3x6 4x6 4x6 3x8 2x4 3x4 5x8 10-9-310-9-3 21-8-410-11-1 30-6-108-10-6 35-11-05-4-6 -1-2-8 1-2-8 5-5-14 5-5-14 10-9-3 5-3-6 17-4-5 6-7-2 23-11-8 6-7-2 30-6-10 6-7-2 35-11-0 5-4-6 36-9-8 0-10-8 2-6-147-11-89-6-101-2-01-7-26.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-4-5,0-3-0], [9:0-2-11,0-3-0] 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 0.67 0.71 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.55 0.04 0.18 (loc) 15-16 15-16 11 12-13 l/defl >843 >474 n/a >963 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-11,2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)11=357/0-7-0, 13=1866/0-5-8, 16=769/0-5-8 Max Horz 16=-174(LC 6) Max Uplift 11=-98(LC 7), 13=-209(LC 7), 16=-34(LC 10) Max Grav 11=366(LC 26), 13=2034(LC 2), 16=834(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-602/78, 4-5=-574/80, 5-7=-173/1038, 7-8=-670/267, 8-9=-638/199, 9-11=-346/152, 2-16=-257/153 BOT CHORD 15-16=-16/635, 12-13=-616/265 WEBS 5-15=-6/597, 5-13=-1535/239, 7-13=-592/177, 7-12=-392/1337, 8-12=-348/120, 9-12=-83/445, 3-16=-610/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 6-9-3, Exterior(2R) 6-9-3 to 14-9-3, Interior(1) 14-9-3 to 32-9-8, Exterior(2E) 32-9-8 to 36-9-8 zone; end vertical left and right exposed; porch 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 16 except (jt=lb) 13=209. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T07 Truss Type Common Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850332 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-mFoxhpL_85lsDxvTBaJU7MHfxm3946LpvDnXZVzwlHW Scale = 1:69.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x6 3x6 4x8 3x4 3x4 3x4 4x8 4x8 3x4 9-0-129-0-12 18-1-89-0-12 -1-2-8 1-2-8 4-7-10 4-7-10 9-0-12 4-5-2 13-5-14 4-5-2 18-1-8 4-7-10 19-4-0 1-2-8 2-8-1411-9-102-8-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.92 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >966 >601 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 3-9, 3-11, 5-8 REACTIONS.(lb/size)11=795/0-3-8, 8=795/0-3-8 Max Horz 11=-251(LC 8) Max Grav 11=901(LC 18), 8=901(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-609/150, 4-5=-609/150, 2-11=-298/163, 6-8=-298/163 BOT CHORD 9-11=-80/499, 8-9=0/423 WEBS 4-9=-127/504, 3-11=-667/0, 5-8=-667/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 5-0-12, Exterior(2R) 5-0-12 to 13-0-12, Interior(1) 13-0-12 to 15-4-0, Exterior(2E) 15-4-0 to 19-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T08 Truss Type COMMON Qty 4 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850333 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-ESMJu9McvOtjr5UflIqjgZqohAOkpWPy7tX46yzwlHV Scale = 1:78.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x6 4x6 3x6 4x8 3x6 4x6 4x6 4x6 4x6 3x8 4x8 3x8 9-7-39-7-3 18-11-139-4-11 28-7-09-7-3 -1-2-8 1-2-8 7-3-0 7-3-0 14-3-8 7-0-8 21-4-0 7-0-8 28-7-0 7-3-0 29-9-8 1-2-8 2-4-1413-1-82-4-149.00 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 0.64 0.96 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.50 0.04 0.02 (loc) 13-14 13-14 10 11-13 l/defl >999 >676 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x3 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1213/0-3-8, 10=1213/0-5-8 Max Horz 14=-267(LC 8) Max Grav 14=1413(LC 17), 10=1413(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309/160, 3-5=-1323/172, 5-7=-1323/172, 7-8=-309/160, 2-14=-389/143, 8-10=-389/143 BOT CHORD 13-14=-30/1122, 11-13=0/833, 10-11=0/1012 WEBS 5-11=-113/671, 5-13=-113/671, 3-14=-1299/0, 7-10=-1299/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 10-3-8, Exterior(2R) 10-3-8 to 18-3-8, Interior(1) 18-3-8 to 25-9-8, Exterior(2E) 25-9-8 to 29-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T09 Truss Type COMMON Qty 7 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850334 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-ievh5VMEgi?aTF3sJ?LyDnNzUakxYzl6MXGeeOzwlHU Scale = 1:78.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 3x6 4x6 3x6 4x8 3x4 4x6 4x6 4x6 4x6 3x8 4x8 3x4 9-7-39-7-3 18-11-139-4-10 28-4-09-4-3 -1-2-8 1-2-8 7-3-0 7-3-0 14-3-8 7-0-8 21-4-0 7-0-8 28-4-0 7-0-0 2-4-1413-1-82-7-29.00 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 0.64 0.97 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.50 0.04 0.02 (loc) 12-13 12-13 9 10-12 l/defl >999 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-10: 2x3 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS.(lb/size)13=1205/0-3-8, 9=1120/Mechanical Max Horz 13=262(LC 7) Max Grav 13=1403(LC 17), 9=1324(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/160, 3-5=-1310/170, 5-7=-1297/170, 7-8=-251/116, 2-13=-389/143, 8-9=-266/82 BOT CHORD 12-13=-42/1104, 10-12=0/812, 9-10=0/975 WEBS 5-12=-112/675, 5-10=-110/643, 3-13=-1286/0, 7-9=-1311/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 10-3-8, Exterior(2R) 10-3-8 to 18-3-8, Interior(1) 18-3-8 to 24-2-4, Exterior(2E) 24-2-4 to 28-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T10 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850335 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-AqT4JrNsR?7R4Pe2tjsBl_v7rz7GHPAFbA0BAqzwlHT Scale = 1:85.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 2x4 4x6 3x6 4x6 3x6 2x4 3x4 3x6 3x12 10x10 3x6 4x6 4x6 4x8 3x4 2-2-02-2-0 9-7-37-5-3 18-11-139-4-10 28-4-09-4-3 -1-2-8 1-2-8 2-2-0 2-2-0 7-3-0 5-1-0 14-3-8 7-0-8 21-4-0 7-0-8 28-4-0 7-0-0 2-4-1413-1-82-7-21-4-149.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [15:0-5-0,0-4-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.70 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.06 0.03 (loc) 11-13 10-11 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-14: 2x3 SPF No.2, 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-16,6-13,6-11,8-10: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size)16=1205/0-3-8, 10=1120/Mechanical Max Horz 16=-240(LC 8) Max Grav 16=1349(LC 17), 10=1311(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1400/107, 2-3=-1474/105, 3-4=-1478/194, 4-6=-1249/168, 6-8=-1278/163 BOT CHORD 15-16=-275/271, 11-13=0/782, 10-11=0/954 WEBS 2-15=-48/1183, 13-15=-82/1052, 4-15=-219/274, 4-13=-433/238, 6-13=-112/599, 6-11=-108/661, 8-10=-1297/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 10-3-8, Exterior(2R) 10-3-8 to 18-3-8, Interior(1) 18-3-8 to 24-2-4, Exterior(2E) 24-2-4 to 28-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss T11 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850336 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-6DbqkXP7ydO8KjnR_8vfqP?X6nralJ6Y2UVIFjzwlHR Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 243x6 4x6 3x4 2x4 5x8 8x8 2x4 3x4 4x10 4x6 3x4 3x6 3x6 3x6 3x6 3x12 4x8 1-8-01-8-0 7-3-125-7-12 14-11-07-7-4 20-3-125-4-12 25-11-05-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-3-12 5-7-12 12-11-8 5-7-12 14-11-0 1-11-8 20-3-12 5-4-12 25-11-0 5-7-4 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-6-8,Edge], [12:0-2-8,0-1-8], [14:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.42 0.59 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.13 0.05 (loc) 14-15 14-15 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-17,7-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size)18=1114/0-3-8, 11=1029/Mechanical Max Horz 18=195(LC 7) Max Uplift 18=-5(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/137, 3-5=-1471/29, 5-6=-923/101, 6-7=-1090/143, 7-9=-1157/79, 9-11=-1302/32, 2-18=-1123/39 BOT CHORD 3-16=-48/382, 15-16=-243/1860, 14-15=-29/1112, 11-12=0/963 WEBS 3-15=-755/216, 5-15=0/382, 5-14=-574/121, 6-14=-86/917, 12-14=0/960, 2-16=-187/1580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 8-11-8, Exterior(2R) 8-11-8 to 16-11-8, Interior(1) 16-11-8 to 21-11-0, Exterior(2E) 21-11-0 to 25-11-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 10,2020 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 B20000037 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850337 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-aP9CxtPljwW?xsMdYrQuNdXgBBAvUmHhH8Ern9zwlHQ Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 13 24 253x6 4x6 3x4 2x4 5x8 8x8 2x4 3x4 4x10 4x6 3x4 3x6 3x6 3x6 3x6 3x12 4x8 1-8-01-8-0 7-3-125-7-12 14-11-07-7-4 20-3-125-4-12 25-11-05-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-3-12 5-7-12 12-11-8 5-7-12 14-11-0 1-11-8 20-3-12 5-4-12 25-11-0 5-7-4 27-1-8 1-2-8 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-6-8,Edge], [13:0-2-8,0-1-8], [15:0-3-8,0-3-4] 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-AS 0.53 0.64 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.13 0.05 (loc) 15-16 15-16 11 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18,7-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 5-15 REACTIONS.(lb/size)19=1113/0-3-8, 11=1103/0-3-8 Max Horz 19=-204(LC 8) Max Uplift 19=-5(LC 10), 11=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2030/123, 3-5=-1468/20, 5-6=-920/97, 6-7=-1087/137, 7-9=-1152/73, 9-11=-1293/30, 2-19=-1121/36 BOT CHORD 3-17=-43/388, 16-17=-221/1874, 15-16=-16/1120, 11-13=0/953 WEBS 3-16=-761/207, 5-16=0/382, 5-15=-576/119, 6-15=-82/914, 13-15=0/949, 2-18=-116/252, 2-17=-167/1593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 2-9-8, Interior(1) 2-9-8 to 8-11-8, Exterior(2R) 8-11-8 to 16-11-8, Interior(1) 16-11-8 to 23-1-8, Exterior(2E) 23-1-8 to 27-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 10,2020 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 B20000037 Truss T13 Truss Type Common Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850338 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-3cja9CQNUEesZ0xp6Yx8wq4sNbVDDIKrWo_PJbzwlHP Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x6 4x8 3x6 5x12 4x6 3x6 3x6 2x4 3x6 2x4 5x12 4x6 8-8-88-8-8 17-2-88-6-0 25-11-08-8-8 6-3-0 6-3-0 12-11-8 6-8-8 19-8-0 6-8-8 25-11-0 6-3-0 27-1-8 1-2-8 0-10-1410-7-80-10-149.00 12 Plate Offsets (X,Y)-- [1:0-6-8,Edge], [9:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.77 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.05 0.03 (loc) 11-13 11-13 9 11-13 l/defl >999 >973 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=1035/0-3-8, 9=1111/0-3-8 Max Horz 1=-186(LC 6) Max Uplift 9=-4(LC 11) Max Grav 1=1205(LC 17), 9=1273(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1469/51, 3-5=-1370/124, 5-7=-1365/123, 7-9=-1465/49 BOT CHORD 1-13=-50/1233, 11-13=0/832, 9-11=0/1117 WEBS 5-11=-74/687, 7-11=-309/184, 5-13=-75/695, 3-13=-314/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 8-11-8, Exterior(2R) 8-11-8 to 16-11-8, Interior(1) 16-11-8 to 23-1-8, Exterior(2E) 23-1-8 to 27-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 10,2020 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 B20000037 Truss T14 Truss Type Common Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850339 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-XoHzMYR?FYmjBAW?fGSNS2d0F_qHylf_kSjyr2zwlHO Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x4 4x8 3x6 5x12 5x6 3x8 3x4 2x4 3x4 2x4 5x12 4x6 8-5-08-5-0 16-11-08-6-0 25-7-88-8-8 5-11-8 5-11-8 12-8-0 6-8-8 19-4-8 6-8-8 25-7-8 6-3-0 26-10-0 1-2-8 1-1-810-7-80-10-149.00 12 Plate Offsets (X,Y)-- [9:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.78 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.05 0.03 (loc) 11-13 11-13 9 11-13 l/defl >999 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,7-11: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=1023/Mechanical, 9=1099/0-3-8 Max Horz 1=-185(LC 6) Max Uplift 9=-4(LC 11) Max Grav 1=1191(LC 17), 9=1260(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1393/51, 3-5=-1315/124, 5-7=-1345/122, 7-9=-1446/49 BOT CHORD 1-13=-49/1173, 11-13=0/815, 9-11=0/1101 WEBS 3-13=-278/183, 5-13=-75/635, 5-11=-73/691, 7-11=-308/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-10-0, Exterior(2E) 22-10-0 to 26-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 10,2020 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 B20000037 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850340 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-?_qLZuSd0ruaoK5CDzzc?F9CsOE1h9o8z6TVOUzwlHN Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 5x12 3x6 4x6 2x4 4x8 6x8 4x8 3x6 3x6 4x6 4x6 2x4 3x4 4x8 10-9-310-9-3 21-8-410-11-1 30-6-108-10-6 35-11-05-4-6 -1-2-8 1-2-8 5-6-6 5-6-6 10-9-3 5-2-14 17-4-5 6-7-2 23-11-8 6-7-2 30-6-10 6-7-2 35-11-0 5-4-6 36-9-8 0-10-8 2-6-147-11-89-6-101-2-01-7-26.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-9-13,0-2-8], [12:0-5-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.55 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.02 0.07 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 333 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=343/0-7-0, 13=1945/0-5-8, 16=1021/0-5-8 Max Horz 16=-172(LC 4) Max Uplift 11=-95(LC 26), 13=-228(LC 5), 16=-89(LC 8) Max Grav 11=349(LC 24), 13=2102(LC 2), 16=1052(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-693/86, 4-5=-663/97, 5-7=-182/1123, 7-8=-588/195, 8-9=-531/119, 9-11=-328/97, 2-16=-297/77 BOT CHORD 15-16=-40/711, 13-15=-37/256, 12-13=-700/222 WEBS 4-15=-10/254, 5-15=0/675, 5-13=-1672/191, 7-13=-579/173, 7-12=-325/1325, 8-12=-354/123, 9-12=-40/322, 3-16=-637/36 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; porch 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 16 except (jt=lb) 13=228. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 74 lb up at 3-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 10,2020 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 B20000037 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850340 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-TAOjnETFn90RQUgOnhUrXTiNcoZGQc1HCmC3wwzwlHM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-10=-60, 12-16=-20, 11-12=-20 Concentrated Loads (lb) Vert: 17=-316(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 B20000037 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850341 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-xNy5_aTuYT8I2eFaLO044gEa6Cxd961RRQycSNzwlHL Scale = 1:59.7 1 2 3 4 9 8 7 6 5 10 11 4x6 2x4 3x6 3x4 3x8 3x6 4x6 5x12 3x6 6-9-36-9-3 13-0-06-2-13 17-5-84-5-8 6-9-3 6-9-3 13-0-0 6-2-13 17-5-8 4-5-8 4-6-147-11-89-11-86-4-112-0-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.42 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=824/Mechanical, 5=1598/Mechanical Max Horz 9=-46(LC 30) Max Uplift 9=-2(LC 5), 5=-84(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-671/55, 2-3=-616/48, 3-4=-815/56, 1-9=-765/34, 4-5=-1056/65 BOT CHORD 7-8=-32/757, 6-7=-23/641 WEBS 3-8=-363/93, 1-8=-5/586, 4-7=-41/1027 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 9, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 540 lb down and 52 lb up at 14-0-12, and 540 lb down and 52 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 7-9=-20, 5-6=-20 Continued on page 2 January 10,2020 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 B20000037 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850341 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-xNy5_aTuYT8I2eFaLO044gEa6Cxd961RRQycSNzwlHL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-524(F) 11=-524(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 B20000037 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850342 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-xNy5_aTuYT8I2eFaLO044gEeuC_c9AFRRQycSNzwlHL Scale = 1:25.512 4 35 2x4 3x4 2x4 4x6 3-0-83-0-8 3-0-8 3-0-8 4-5-6LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.23 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=690/0-5-8, 3=336/Mechanical Max Horz 4=-80(LC 6) Max Uplift 4=-49(LC 4), 3=-54(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 806 lb down and 20 lb up at 0-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-806(F) January 10,2020 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 B20000037 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850343 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-tl4sPGV844O0HxOzSp2Y95Kor?bAdvFjukRjXFzwlHJ Scale = 1:72.8 1 2 3 4 5 10 9 8 7 611121314151617 3x4 4x8 3x4 5x6 10x10 5x12 10x10 5x12 5x10 MT18HS 5x10 MT18HS 6-1-116-1-11 11-11-135-10-2 18-1-86-1-11 3-0-0 3-0-0 9-0-12 6-0-12 15-1-8 6-0-12 18-1-8 3-0-0 2-8-1411-9-102-8-1412.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-4], [10:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.54 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.02 -0.00 (loc) 6-7 6-7 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS.(lb/size)10=5108/0-3-8, 6=5116/0-3-8 Max Horz 10=-225(LC 4) Max Grav 10=5828(LC 2), 6=5857(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-314/7, 2-3=-4695/0, 3-4=-4712/0, 4-5=-316/7, 1-10=-264/0, 5-6=-266/0 BOT CHORD 9-10=0/2532, 7-9=0/2459, 6-7=0/2541 WEBS 3-7=0/3240, 4-7=0/1434, 3-9=0/3191, 2-9=0/1429, 2-10=-5014/0, 4-6=-5031/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1257 lb down at 2-0-12, 1257 lb down at 4-0-12, 1271 lb down at 6-0-12, 1258 lb down at 8-0-12, 1258 lb down at 10-0-12, 1271 lb down at 12-0-12, and 1271 lb down at 14-0-12, and 1271 lb down at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Continued on page 2 January 10,2020 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 B20000037 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850343 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:34 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-tl4sPGV844O0HxOzSp2Y95Kor?bAdvFjukRjXFzwlHJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-1100(F) 7=-1100(F) 9=-1100(F) 11=-1100(F) 12=-1100(F) 14=-1100(F) 16=-1100(F) 17=-1100(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 B20000037 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 211 Bridgemont Job Reference (optional) I39850344 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-LyeEdcWmrOWtv5z90XZniJs_jP_QML9t7OAG3hzwlHI Scale = 1:42.2 1 2 3 6 5 47891011 4x6 4x6 4x6 4x6 4x6 10x10 5-5-85-5-8 10-11-05-5-8 5-5-8 5-5-8 10-11-0 5-5-8 1-2-146-8-61-2-1412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.35 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 -0.00 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=3236/0-3-8, 4=2660/0-3-8 Max Horz 6=120(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2319/0, 2-3=-2319/0, 1-6=-1915/0, 3-4=-1924/0 BOT CHORD 5-6=-32/490, 4-5=0/421 WEBS 2-5=0/2812, 1-5=0/1134, 3-5=0/1186 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss 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) 1012 lb down at 0-10-4, 1009 lb down at 2-10-4, 1009 lb down at 4-10-4, and 1009 lb down at 6-10-4, and 1009 lb down at 8-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1012(F) 8=-1009(F) 9=-1009(F) 10=-1009(F) 11=-1009(F) January 10,2020 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 B20000037 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850345 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-q8CcqxWOchekWFYMaE40EWPICpNa5yq0L2wqb8zwlHH Scale = 1:49.2 1 2 3 4 5 8 7 6 9 10 11 123x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 15-6-315-5-15 7-9-1 7-9-1 15-6-3 7-9-1 0-0-47-9-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-5-10. (lb) - Max Horz 1=-133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-146(LC 10), 6=-146(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=331(LC 20), 8=455(LC 17), 6=455(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-284/189, 4-6=-283/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-4-4, Exterior(2R) 4-4-4 to 11-1-15, Exterior(2E) 11-1-15 to 15-1-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1 except (jt=lb) 8=146, 6=146. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850346 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-IKm_1HX0N?mb8P7Y7xbFnkyTCDjXqQ_AaifN8azwlHG Scale = 1:40.1 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 12-6-212-5-14 6-3-1 6-3-1 12-6-2 6-3-1 0-0-46-3-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.11 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-5-10. (lb) - Max Horz 1=-106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-127(LC 10), 6=-127(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=313(LC 17), 6=313(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-4-4, Exterior(2R) 4-4-4 to 8-1-15, Exterior(2E) 8-1-15 to 12-1-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 5 except (jt=lb) 8=127, 6=127. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850347 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-mXJMFdYe8JuRmZikhf6UKxUYZd2eZtbJpMPxg0zwlHF Scale: 3/8"=1' 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-40-0-4 9-6-39-5-15 4-9-1 4-9-1 9-6-3 4-9-1 0-0-44-9-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=197/9-5-11, 3=197/9-5-11, 4=311/9-5-11 Max Horz 1=-79(LC 6) Max Uplift 1=-10(LC 11), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 4-4-4, Exterior(2R) 4-4-4 to 5-1-15, Exterior(2E) 5-1-15 to 9-1-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. January 10,2020 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 B20000037 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850348 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-mXJMFdYe8JuRmZikhf6UKxUdGd22ZuRJpMPxg0zwlHF Scale = 1:22.6 1 2 3 42x4 4x6 2x4 2x4 0-0-40-0-4 6-6-36-5-15 3-3-1 3-3-1 6-6-3 3-3-1 0-0-43-3-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=129/6-5-11, 3=129/6-5-11, 4=207/6-5-11 Max Horz 1=52(LC 7) Max Uplift 1=-9(LC 11), 3=-9(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. January 10,2020 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 B20000037 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850349 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-EjtlSzZHvc0INiHwFMejs91qC0QBIL_T208UCTzwlHE Scale = 1:11.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 3-6-23-5-14 1-9-1 1-9-1 3-6-2 1-9-1 0-0-41-9-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.01 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=67/3-5-10, 3=67/3-5-10, 4=90/3-5-10 Max Horz 1=25(LC 7) Max Uplift 1=-7(LC 11), 3=-7(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. January 10,2020 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 B20000037 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850350 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-ivR7gJZvfw89?ss7p49yPMawdQkd1oPcGgu1kvzwlHD Scale = 1:29.4 1 2 3 43x4 4x6 3x4 2x4 0-0-40-0-4 8-8-38-7-15 4-4-1 4-4-1 8-8-3 4-4-1 0-0-44-4-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.15 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=178/8-7-11, 3=178/8-7-11, 4=282/8-7-11 Max Horz 1=-72(LC 6) Max Uplift 1=-9(LC 11), 3=-9(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. January 10,2020 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 B20000037 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850351 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-A6?VtfaXQEH0d0RJMngBxa68Tq5QmFJlVKdbHLzwlHC Scale = 1:20.2 1 2 3 42x4 4x6 2x4 2x4 0-0-40-0-4 5-8-35-7-15 2-10-1 2-10-1 5-8-3 2-10-1 0-0-42-10-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.12 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=119/5-7-11, 3=119/5-7-11, 4=160/5-7-11 Max Horz 1=-45(LC 6) Max Uplift 1=-13(LC 11), 3=-13(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. January 10,2020 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 B20000037 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850352 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-A6?VtfaXQEH0d0RJMngBxa6BPq5_mFelVKdbHLzwlHC Scale = 1:9.5 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-8-32-7-15 1-4-1 1-4-1 2-8-3 1-4-1 0-0-41-4-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.08 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: 5 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 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=79/2-7-11, 3=79/2-7-11 Max Horz 1=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. January 10,2020 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 B20000037 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850353 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-eIZt5?b9BXPtEA0VwVBQUnfJ2EQMVixvk_N8pozwlHB Scale = 1:25.1 1 2 3 4 7 6 5 8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-14 13-3-14 0-0-44-5-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.14 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-2. (lb) - Max Horz 1=115(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=331(LC 1), 7=379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-251/133, 2-7=-276/139 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-11-5, Interior(1) 4-11-5 to 9-2-10, Exterior(2E) 9-2-10 to 13-2-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 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. January 10,2020 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 B20000037 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850354 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-6U7FILcnyrXksKbiUCif1?CRjemoE552ye6hLEzwlHA Scale = 1:50.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x4 5x8 3x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-3-626-3-6 19-6-3 19-6-3 26-3-6 6-9-3 31-5-14 5-2-8 0-0-46-6-13-1-74.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-13,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.19 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.38 0.00 0.23 (loc) 8-9 8-9 10 8-9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: 2x6 SP 2400F 2.0E, 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-2-10. (lb) - Max Horz 1=110(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 16, 11 except 10=-191(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 10=717(LC 1), 12=432(LC 2), 13=438(LC 25), 14=270(LC 2), 16=561(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-147/320, 8-10=-702/612 WEBS 6-12=-276/0, 5-13=-272/91, 2-16=-382/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-11-5, Interior(1) 4-11-5 to 15-4-15, Exterior(2R) 15-4-15 to 23-4-15, Interior(1) 23-4-15 to 27-5-14, Exterior(2E) 27-5-14 to 31-5-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 13, 14, 16, 11 except (jt=lb) 10=191. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850355 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-bhheVhdPj9fbUU9u2wDuZCkd815VzaiCBIsFtgzwlH9 Scale = 1:43.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 163x4 5x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-9-621-9-6 15-0-3 15-0-3 21-9-6 6-9-3 26-11-14 5-2-8 0-0-45-0-11-7-74.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-3-13,0-2-8], [6:0-3-0,0-1-4], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.37 0.00 0.22 (loc) 7 6-7 8 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 1-11: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 21-8-10. (lb) - Max Horz 1=-72(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9 except 8=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 8=703(LC 1), 10=441(LC 2), 12=305(LC 25), 13=518(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-119/258, 6-8=-686/587 WEBS 4-10=-314/0, 2-13=-352/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-11-5, Interior(1) 4-11-5 to 10-10-15, Exterior(2R) 10-10-15 to 18-10-15, Interior(1) 18-10-15 to 22-11-14, Exterior(2E) 22-11-14 to 26-11-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 12, 13, 9 except (jt=lb) 8=183. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 10,2020 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 B20000037 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850356 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-bhheVhdPj9fbUU9u2wDuZCkdO14XzbKCBIsFtgzwlH9 Scale = 1:27.9 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-5-1217-5-12 17-6-40-0-8 10-6-3 10-6-3 17-6-4 7-0-2 0-0-43-6-10-0-44.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-5,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.22 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: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-5-0. (lb) - Max Horz 1=39(LC 14) 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=473(LC 23), 6=312(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-349/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-11-5, Interior(1) 4-11-5 to 6-4-15, Exterior(2R) 6-4-15 to 12-10-11, Exterior(2E) 12-10-11 to 16-10-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. January 10,2020 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 B20000037 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 211 Bridgemont Job Reference (optional) I39850357 8.240 s Dec 6 2019 MiTek Industries, Inc. Fri Jan 10 13:10:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:DBX38KofghIN7arKPpOuaKzwmmZ-3tF0j0d1USnS5dk4bdk76QHj3RQ6i2tLQyboQ6zwlH8 Scale: 3/4"=1' 1 2 3 4 5 3x4 2x4 2x4 4x6 9-11-129-11-12 10-0-40-0-8 6-0-3 6-0-3 10-0-4 4-0-2 0-0-42-0-10-0-44.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.20 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=183/9-11-0, 3=105/9-11-0, 4=388/9-11-0 Max Horz 1=21(LC 10) Max Uplift 1=-12(LC 6), 3=-15(LC 11) Max Grav 1=184(LC 23), 3=114(LC 24), 4=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-256/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-11-5, Exterior(2R) 4-11-5 to 6-0-3, Exterior(2E) 6-0-3 to 9-4-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. January 10,2020 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