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HomeMy WebLinkAbout213JGB - 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). February 24,2020 Johnson, Andrew Pages or sheets covered by this seal: I40370010 thru I40370079 My license renewal date for the state of Indiana is July 31, 2020. B20000142 Wedgewood 213 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370010 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:46:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-d7YiNTke3wgvoV2V2d8h_nw94i28D1hYiKzAdFzhufN Scale = 1:23.5 1 2 5 6 3 7 4 2x4 3x4 4-1-15 4-1-15 -2-2-13 2-2-13 4-1-15 4-1-15 1-5-94-1-13-5-104-1-17.57 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 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=354/0-3-8, 3=59/Mechanical, 4=31/Mechanical Max Horz 5=96(LC 8) Max Uplift 5=-45(LC 8), 3=-60(LC 8), 4=-3(LC 8) Max Grav 5=354(LC 1), 3=73(LC 35), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-308/60 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 1 lb up at -2-2-13, and 71 lb down and 56 lb up at 1-6-7, and 45 lb down and 102 lb up at 1-9-13 on top chord, and 6 lb down and 2 lb up at 1-6-7, and 26 lb down and 36 lb up at 1-9-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-20(F) 6=32(F) 7=2(B) February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370011 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:47:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-5s9xjR9bpg5xVtDEcUGuv9s8spyGwrwhlHxWLjzhueq Scale = 1:36.5 1 2 3 5 4 6 7 89 2x4 4x6 2x4 4x6 6-2-7 6-1-14 -2-2-13 2-2-13 6-2-7 6-2-7 2-5-96-4-86-1-00-3-86-4-87.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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 0.25 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=420/0-5-5, 4=186/0-1-8 Max Horz 5=121(LC 8) Max Uplift 5=-145(LC 8), 4=-212(LC 8) Max Grav 5=481(LC 35), 4=283(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-360/51 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=145, 4=212. 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) 32 lb down and 2 lb up at -2-2-13, 58 lb down and 138 lb up at 1-6-4, and 94 lb down and 91 lb up at 3-7-7, and 66 lb down and 50 lb up at 3-10-12 on top chord, and 79 lb down and 85 lb up at 1-6-4, and 38 lb down and 43 lb up at 3-7-7, and 73 lb down and 106 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-30(F) 6=40(B) 9=-0(F) February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE01 Truss Type Common Supported Gable Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370012 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:47:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-9kZcsZL?HH_poAt6_71P0J_iEs64xcQvC64pNLzhueb Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-0 14-11-0 -1-2-8 1-2-8 7-5-8 7-5-8 14-11-0 7-5-8 1-5-910-1-151-5-914.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] 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 0.24 0.11 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-21,7-22,9-20: 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 8-21, 7-22, 9-20 REACTIONS.All bearings 14-11-0. (lb) - Max Horz 27=212(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-253(LC 6), 15=-272(LC 9), 26=-260(LC 7), 16=-218(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=348(LC 18), 15=283(LC 6), 21=302(LC 11), 26=263(LC 8), 16=277(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-197/260, 7-8=-226/295, 8-9=-226/295, 9-10=-197/260 WEBS 8-21=-390/255 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 4-1-2, Corner(3R) 4-1-2 to 9-5-10, Corner(3E) 9-5-10 to 14-9-4 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) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=253, 15=272, 26=260, 16=218. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370013 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:47:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WzuwU4co62lhRZYLGlRZvyuQokbM5VO8GXP_84zhueF Scale = 1:69.2 1 2 3 4 5 6 7 8 910111213 14 15 16 17 18 19 20 21 22 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 51 49 44 4546 47 50 48 52 53 54 55 3x4 3x6 4x6 4x6 3x4 3x6 3x4 8-9-2 8-9-2 9-8-1 0-10-15 11-0-1 1-4-0 12-4-1 1-4-0 13-8-1 1-4-0 23-11-0 10-2-15 -1-2-8 1-2-8 8-9-2 8-9-2 15-1-13 6-4-11 23-11-0 8-9-3 25-1-8 1-2-8 1-9-512-0-01-9-512-0-014.00 12 Plate Offsets (X,Y)-- [9:0-3-2,0-2-0], [14:0-3-2,0-2-0] 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 0.36 0.17 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 22 22 23 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 211 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* 9-36: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 14-30,8-37,7-38,15-29,16-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-38, 16-28 JOINTS 1 Brace at Jt(s): 44, 46, 48, 49, 52, 54 REACTIONS.All bearings 23-11-0. (lb) - Max Horz 43=-261(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 39, 40, 41, 29, 28, 27, 26, 25, 36 except 43=-362(LC 6), 23=-331(LC 7), 42=-298(LC 7), 24=-276(LC 6) Max Grav All reactions 250 lb or less at joint(s) 37, 38, 39, 40, 41, 29, 28, 27, 26, 25, 35, 34, 32, 31 except 43=415(LC 18), 23=390(LC 17), 30=356(LC 19), 42=351(LC 8), 24=327(LC 9), 36=353(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-43=-286/228, 2-3=-239/255, 6-7=-194/273, 7-8=-255/345, 8-9=-246/373, 9-10=-206/279, 10-11=-202/277, 11-12=-202/277, 12-13=-202/277, 13-14=-204/278, 14-15=-249/374, 15-16=-255/345, 16-17=-193/273, 21-23=-270/208 WEBS 30-51=-329/14, 49-51=-330/14, 14-49=-297/29, 36-50=-333/23, 48-50=-338/24, 9-48=-294/25 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 4-1-2, Corner(3R) 4-1-2 to 19-9-14, Corner(3E) 19-9-14 to 25-1-8 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 38, 39, 40, 41, 29, 28, 27, 26, 25, 36 except (jt=lb) 43=362, 23=331, 42=298, 24=276. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370013 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:47:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WzuwU4co62lhRZYLGlRZvyuQokbM5VO8GXP_84zhueF NOTES- 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370014 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:48:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-hd6xwT91WsQIKTV_Pik7DSG2etv08t8mc1psDzzhudY Scale = 1:72.7 1 2 345 6 12 11 10 98722 23 6x6 8x8 5x6 2x4 3x4 3x4 2x4 3x8 3x4 6x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-2 6-1-2 11-9-12 5-8-10 17-6-6 5-8-10 21-3-0 3-8-10 -1-2-8 1-2-8 6-1-2 6-1-2 11-9-12 5-8-10 17-6-6 5-8-10 21-3-0 3-8-10 4-10-1112-0-07-7-1512-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-0,0-1-8], [5:0-2-11,Edge], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.35 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.01 0.01 (loc) 8-9 11-12 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 No.2 *Except* 2-12,6-7: 2x4 SPF-S Stud, 2-11,6-8: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 17-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-9, 5-8, 6-7 REACTIONS.(lb/size) 12=922/0-3-8, 7=836/0-3-8 Max Horz 12=297(LC 7) Max Uplift 7=-6(LC 7) Max Grav 12=1009(LC 2), 7=949(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-683/134, 3-4=-447/145, 4-5=-447/145, 5-6=-474/166, 2-12=-918/40, 6-7=-907/41 BOT CHORD 11-12=-275/237, 9-11=-154/432, 8-9=-75/273 WEBS 4-9=-390/113, 5-9=-112/440, 5-8=-347/140, 2-11=-44/459, 6-8=-77/581 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 4-1-2, Exterior(2R) 4-1-2 to 17-6-6, Exterior(2E) 17-6-6 to 21-1-4 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370015 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-aDxjTHpXZmLVRwCZ7lD0y21Uv2iVXoasG5dGfHzhuch Scale = 1:65.8 1 2 3 4 5 6 7 8 1514 13 12 11 10 9 4x6 3x6 3x6 3x8 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 7-4-0 7-4-0 1-5-910-0-314.00 12 Plate Offsets (X,Y)-- [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.25 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 2 2 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 59 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 7-4-0. (lb) - Max Horz 15=276(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13 except 15=-408(LC 8), 9=-120(LC 9), 14=-537(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13 except 15=723(LC 7), 14=389(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-414/217, 2-3=-433/268, 3-4=-259/178 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) All plates are MT20 plates unless otherwise indicated. 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) 10, 11, 12, 13 except (jt=lb) 15=408, 9=120, 14=537. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370016 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-T_AEJet1c?swvYVKMbIy6uC7CfvyTUsRAjbUo2zhucd Scale = 1:67.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 24 25 26 9 4x6 5x6 5x6 5x10 MT18HS 4x8 2x4 3x6 4x8 4x10 3x4 3x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-0-3 5-0-3 11-5-15 6-5-12 16-7-0 5-1-1 21-10-5 5-3-5 25-2-8 3-4-3 28-2-8 3-0-0 5-0-3 5-0-3 10-0-5 5-0-2 11-5-15 1-5-10 16-7-0 5-1-1 21-10-5 5-3-5 28-2-8 6-4-3 29-5-0 1-2-8 7-0-86-10-43-2-1210-9-100-3-146-10-49.00 12 3.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-6-12,0-1-13], [7:0-4-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.92 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.07 0.13 (loc) 10-11 10-11 7 10-11 l/defl >999 >665 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 134 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF No.2, 1-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 1-15 REACTIONS.(lb/size) 15=1069/0-3-8, 7=789/3-3-8, 9=459/0-3-8 Max Horz 15=-262(LC 6) Max Uplift 15=-30(LC 11), 7=-51(LC 11) Max Grav 15=1159(LC 2), 7=806(LC 2), 9=518(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-648/206, 2-3=-658/197, 3-4=-1167/215, 4-5=-1508/201, 5-6=-2673/258, 6-7=-2926/260, 1-15=-1099/178 BOT CHORD 13-14=0/1140, 11-13=-160/2552, 10-11=-199/2792, 9-10=-199/2792, 7-9=-199/2792 WEBS 2-14=-100/446, 3-14=-1044/218, 3-13=-21/376, 4-13=-14/673, 5-13=-1600/205, 5-11=0/320, 6-11=-276/144, 1-14=-10/819 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) 0-1-12 to 10-0-5, Exterior(2R) 10-0-5 to 11-5-15, Exterior(2E) 11-5-15 to 16-7-0, Interior(1) 16-7-0 to 24-1-6, Exterior(2E) 24-1-6 to 29-5-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) 15, 7. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370017 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-H8XVZhxoCrc4eTzUjsPMM9SIH4A5tLyKZe2o?izhucX Scale = 1:18.9 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 6-6-8 6-6-8 0-5-93-2-45.00 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 0.09 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-6-8. (lb) - Max Horz 2=90(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 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) 7, 2, 8, 9, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370018 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-EWfG_Nz2kSsotm6tqGRqRaXbFtqBLFad0yXv4azhucV Scale = 1:29.5 1 2 3 4 765 3x4 3x6 3x4 2x4 2x4 2x4 -1-2-8 1-2-8 2-11-8 2-11-8 1-9-55-2-1214.00 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 0.25 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=174/2-11-8, 5=44/2-11-8, 6=77/2-11-8 Max Horz 7=145(LC 7) Max Uplift 7=-76(LC 6), 5=-34(LC 9), 6=-145(LC 7) Max Grav 7=255(LC 18), 5=54(LC 17), 6=175(LC 8) 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) 7, 5 except (jt=lb) 6=145. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370019 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-Avn0P3_JG36W64GFyhTIW?dyGhWQp9kwUG008TzhucT Scale = 1:16.5 1 2 5 3 42x4 3x4 1-0-4 1-0-4 -1-2-8 1-2-8 1-0-4 1-0-4 1-5-92-7-142-0-122-7-1414.00 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 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-26/Mechanical, 4=-3/Mechanical Max Horz 5=54(LC 10) Max Uplift 3=-26(LC 1), 4=-33(LC 10) Max Grav 5=179(LC 1), 3=10(LC 6), 4=31(LC 8) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370020 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:49:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-i_l3mXBLU_7E1XVKu2m2ANHhD8_AYOiG9musjXzhucD Scale = 1:16.5 1 2 5 3 42x4 3x4 1-0-4 1-0-4 -1-2-8 1-2-8 1-0-4 1-0-4 1-5-92-7-142-0-122-7-1414.00 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 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-26/Mechanical, 4=-3/Mechanical Max Horz 5=54(LC 10) Max Uplift 3=-26(LC 1), 4=-33(LC 10) Max Grav 5=179(LC 1), 3=10(LC 6), 4=31(LC 8) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370021 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:50:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ASqtYhPdFWOhBItnxq4GvA1lvO8emX9wIZFpKVzhubx Scale = 1:15.8 1 2 5 3 4 2x4 3x4 2-2-3 2-2-3 -1-2-8 1-2-8 2-2-3 2-2-3 0-10-142-6-82-1-02-6-89.00 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-R 0.21 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=188/0-3-8, 3=37/Mechanical, 4=14/Mechanical Max Horz 5=59(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=188(LC 1), 3=43(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370022 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:50:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ioKLTzoKUfY?fNu7NGA0k7uMkhNX?SKnuBl3?4zhubQ Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 4-3-14 4-3-14 -1-2-8 1-2-8 4-3-14 4-3-14 0-10-144-1-133-8-54-1-139.00 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 0.32 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.02 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=259/0-3-8, 3=106/Mechanical, 4=45/Mechanical Max Horz 5=104(LC 10) Max Uplift 3=-62(LC 10) Max Grav 5=259(LC 1), 3=112(LC 17), 4=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370023 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:51:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-fjVy0HEv?j5uzve2UqqSBjOYVChnRkE49oTzF?zhuas Scale = 1:15.8 1 2 5 3 4 2x4 3x4 2-2-3 2-2-3 -1-2-8 1-2-8 2-2-3 2-2-3 0-10-142-6-82-1-02-6-89.00 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-R 0.21 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=188/0-3-8, 3=37/Mechanical, 4=14/Mechanical Max Horz 5=59(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=188(LC 1), 3=43(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370024 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:51:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-JIlw6Cb6AdlnyMMdhQrFtq4TZuYsksPLqp??npzhuaP Scale = 1:20.7 1 2 5 3 4 3x4 3x6 0-10-6 0-10-6 -1-2-8 1-2-8 0-10-6 0-10-6 2-5-93-5-102-10-83-5-1014.00 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 0.37 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=188/0-3-8, 3=-48/Mechanical, 4=-2/Mechanical Max Horz 5=65(LC 7) Max Uplift 5=-39(LC 8), 3=-57(LC 7), 4=-83(LC 7) Max Grav 5=198(LC 18), 3=29(LC 8), 4=83(LC 8) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370025 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-8XDueVUWlM3Hqk0r0yActR99ejq64KmErJwwNXzhuZF Scale = 1:28.3 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-1-12 0-7-12 -1-2-8 1-2-8 2-1-12 2-1-12 2-5-94-11-104-4-84-11-1014.00 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 0.13 0.11 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=187/0-3-8, 3=30/Mechanical, 4=19/Mechanical Max Horz 6=88(LC 7) Max Uplift 3=-32(LC 10), 4=-94(LC 10) Max Grav 6=187(LC 1), 3=38(LC 17), 4=87(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-108/255 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370026 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-rSqgkwcoORKs1Hnmc3LyHYZsBlBZQq0i8tLRkyzhuZ5 Scale = 1:27.4 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-11-3 2-5-3 -1-2-8 1-2-8 3-11-3 3-11-3 1-10-144-10-44-4-124-10-49.00 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 0.19 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.02 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=245/0-3-8, 3=97/Mechanical, 4=37/Mechanical Max Horz 6=87(LC 10) Max Uplift 3=-53(LC 10), 4=-21(LC 10) Max Grav 6=245(LC 1), 3=101(LC 17), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-93/309 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370027 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-CQdZndfxDzy972gjOcx7_cGhYmwa51SSI92CP9zhuZ0 Scale = 1:59.7 1 2 3 4 8 7 6 5 3x4 2x4 3x12 4x6 3x4 5x12 4x6 2-2-0 2-2-0 7-4-0 5-2-0 -1-2-8 1-2-8 2-2-0 2-2-0 7-4-0 5-2-0 1-5-910-0-38-8-111-3-89-0-31-0-014.00 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 0.28 0.24 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.00 (loc) 5-6 5-6 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-8: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 8=371/0-3-8, 5=274/0-1-8 Max Horz 8=257(LC 10) Max Uplift 5=-190(LC 10) Max Grav 8=371(LC 1), 5=322(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/0, 2-8=-334/0 BOT CHORD 5-6=-227/380 WEBS 3-5=-410/247 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=190. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M02 Truss Type MONOPITCH Qty 20 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370028 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-c?JiQfipVuKj_VOI3kVqbEuB?_uuHQau_7Ht?UzhuYz Scale = 1:57.8 1 2 3 4 6 5 2x4 3x4 2x4 3x8 5x6 7-4-0 7-4-0 -1-2-8 1-2-8 3-0-0 3-0-0 7-4-0 4-4-0 1-5-910-0-39-8-110-3-810-0-314.00 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 0.33 0.39 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >896 >450 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 6=371/0-3-8, 5=274/0-1-8 Max Horz 6=257(LC 10) Max Uplift 5=-190(LC 10) Max Grav 6=371(LC 1), 5=322(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-253/183 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=190. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M03 Truss Type Monopitch Qty 7 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370029 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-VmZCF0lKZ7r9T7i4IaZmm43vnbIrDAxUvlF48FzhuYv Scale: 3/16"=1' 1 2 3 4 5 8 76 4x6 2x4 2x4 3x6 3x4 4x6 4x8 4-0-0 4-0-0 9-4-0 5-4-0 -1-2-8 1-2-8 4-0-0 4-0-0 7-5-8 3-5-8 9-4-0 1-10-8 1-5-910-1-157-8-30-3-87-11-1114.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:Edge,0-1-14], [6:Edge,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 0.22 0.20 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 5-6 REACTIONS.(lb/size) 8=440/0-3-8, 6=360/0-1-8 Max Horz 8=233(LC 10) Max Uplift 6=-120(LC 10) Max Grav 8=440(LC 1), 6=388(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 2-8=-410/0 WEBS 3-6=-285/135 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 3-11-15, Exterior(2R) 3-11-15 to 7-5-8, Exterior(2E) 7-5-8 to 9-2-4 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. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=120. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M04 Truss Type MONOPITCH Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370030 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-NXoj5OoqdLLbyk?rXQeiwwEajCgp9y03qMDIH0zhuYr Scale = 1:71.1 1 2 3 4 5 8 76 3x4 3x4 2x4 3x6 3x6 3x4 3x4 4-0-0 4-0-0 9-4-0 5-4-0 -1-2-8 1-2-8 4-0-0 4-0-0 9-4-0 5-4-0 1-5-912-4-312-0-110-3-812-4-314.00 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 0.28 0.20 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 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* 5-6: 2x4 SPF No.2, 2-8: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 8=449/0-3-8, 6=356/0-1-8 Max Horz 8=322(LC 10) Max Uplift 6=-233(LC 10) Max Grav 8=449(LC 1), 6=413(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-339/7, 2-8=-420/0 BOT CHORD 7-8=-324/286 WEBS 4-6=-360/188 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 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) 6 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) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=233. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M05 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370031 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-o6UsjQqjwGjApBkQDYBPYZr2CPhvMQrVWKSyuLzhuYo Scale = 1:39.0 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 4-10-8 4-10-8 1-5-97-1-136-10-50-3-87-1-1314.00 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 0.46 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -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: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=277/0-3-8, 4=171/0-1-8 Max Horz 5=176(LC 10) Max Uplift 4=-138(LC 10) Max Grav 5=277(LC 1), 4=210(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) except (jt=lb) 4=138. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370032 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-cGr7_TvTV6UJX6BaZpIpnq51lqgim26OuGvG5?zhuYi Scale = 1:66.8 1 2 3 4 5 8 7 69 3x6 3x4 3x6 3x4 3x4 3x4 5x6 6-9-12 6-9-12 13-7-8 6-9-12 -1-2-8 1-2-8 6-9-12 6-9-12 13-7-8 6-9-12 1-10-1412-1-89.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] 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 0.59 0.47 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 -0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 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* 5-6: 2x4 SPF No.2, 2-8: 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 5-6, 4-6 REACTIONS.(lb/size) 6=529/Mechanical, 8=619/0-3-8 Max Horz 8=289(LC 10) Max Uplift 6=-168(LC 10) Max Grav 6=680(LC 17), 8=672(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-544/0, 2-8=-575/0 BOT CHORD 7-8=-335/258, 6-7=-116/417 WEBS 4-7=0/311, 4-6=-580/161, 2-7=-4/353 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 8-2-2, Exterior(2E) 8-2-2 to 13-5-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=168. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M07 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370033 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-V14eqry_ZL_l?kVLoeNlygGieR4EiwY_putUFmzhuYe Scale = 1:41.1 1 2 3 5 4 6 7 3x8 3x6 3x4 6x8 3x4 6-11-0 6-11-0 -1-2-8 1-2-8 6-11-0 6-11-0 1-10-147-1-25-11-27-1-29.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-8,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 0.66 0.37 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.08 0.02 (loc) 4-5 4-5 7 4 l/defl >999 >590 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=355/0-3-8, 7=236/0-3-0 Max Horz 5=142(LC 10) Max Uplift 7=-96(LC 10) Max Grav 5=355(LC 1), 7=256(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-289/26 BOT CHORD 4-5=-321/245 WEBS 2-4=-232/319, 3-7=-295/203 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 7 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 capable of withstanding 100 lb uplift at joint(s) 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M08 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370034 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-oO?HIE1NvVslLpXhid?Ok83t0GTcr5Z0QT3L_szhuYX Scale = 1:54.7 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 2-5-99-5-99-2-10-3-89-5-914.00 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 0.71 0.38 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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* 2-5: 2x4 SPF-S Stud, 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=319/0-3-8, 4=219/0-1-8 Max Horz 5=203(LC 10) Max Uplift 4=-198(LC 10) Max Grav 5=319(LC 1), 4=277(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/45 BOT CHORD 4-5=-260/169 WEBS 2-4=-182/280 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 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) except (jt=lb) 4=198. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M09 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370035 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-5kwwmd7mGelmhtZ1dbd1Wcr8_5tf_G2213GDkyzhuYQ Scale = 1:37.4 1 2 3 5 4 3x4 3x4 5x8 4x6 -1-2-8 1-2-8 6-0-14 6-0-14 1-10-146-5-86-2-00-3-86-5-89.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.29 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >800 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=322/0-3-8, 4=222/0-1-8 Max Horz 5=130(LC 10) Max Uplift 4=-94(LC 10) Max Grav 5=322(LC 1), 4=242(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/17 BOT CHORD 4-5=-304/211 WEBS 2-4=-208/310 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M10 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370036 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-162hBJ80oG?TwBjQk?fVb1wWKuZ7S4jKVNlKprzhuYO Scale = 1:74.4 1 2 3 4 5 876 910 11 3x4 6x16 2x4 2x4 2x4 3x8 5x8 3x4 5-2-12 5-2-12 10-5-8 5-2-12 -1-2-8 1-2-8 5-2-12 5-2-12 10-5-8 5-2-12 1-5-913-7-1510-1-1213-7-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [5:0-7-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.23 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.18 0.02 (loc) 6-7 6-7 10 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 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* 4-7,2-7: 2x3 SPF No.2, 2-8: 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 9-6-9 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS.(lb/size) 8=494/0-3-8, 10=377/0-3-0 Max Horz 8=349(LC 10) Max Uplift 10=-243(LC 10) Max Grav 8=531(LC 19), 10=548(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-443/16, 4-5=-450/100, 2-8=-456/0 BOT CHORD 7-8=-379/379 WEBS 4-7=-446/307, 5-7=-315/630, 2-7=-150/276, 5-10=-552/244 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 10-0-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 10 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=243. 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) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 8-11=-35, 6-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M10 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370036 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-162hBJ80oG?TwBjQk?fVb1wWKuZ7S4jKVNlKprzhuYO LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=10, 2-5=15, 6-8=-12 Horz: 1-2=-22, 2-5=-27, 2-8=-27 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-5=-44, 6-8=-20 Horz: 1-2=-20, 2-5=24, 2-8=24 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-5=-15, 6-8=-12 Horz: 1-2=-6, 2-5=3, 2-8=11 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 6-8=-12 Horz: 1-2=-12, 2-5=-16, 2-8=-15 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-31, 6-8=-20 Horz: 1-2=7, 2-5=11, 2-8=20 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 6-8=-20 Horz: 1-2=-12, 2-5=-8, 2-8=-7 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 6-8=-12 Horz: 1-2=-24, 2-5=-28, 2-8=10 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 6-8=-12 Horz: 1-2=-12, 2-5=-16, 2-8=-14 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 6-8=-12 Horz: 1-2=-24, 2-5=-28, 2-8=10 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 6-8=-12 Horz: 1-2=-12, 2-5=-16, 2-8=-14 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-8=-20 Horz: 1-2=-24, 2-5=-20, 2-8=18 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 6-8=-20 Horz: 1-2=-12, 2-5=-8, 2-8=-6 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 8-11=-40, 6-11=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 8-11=-35, 6-11=-50 Horz: 1-2=5, 2-5=8, 2-8=15 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 8-11=-35, 6-11=-50 Horz: 1-2=-9, 2-5=-6, 2-8=-5 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 8-11=-35, 6-11=-50 Horz: 1-2=-18, 2-5=-15, 2-8=13 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 8-11=-35, 6-11=-50 Horz: 1-2=-9, 2-5=-6, 2-8=-4 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 6-8=-12 Horz: 1-2=-16, 2-5=16, 2-8=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss M10 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370036 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:53:57 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-162hBJ80oG?TwBjQk?fVb1wWKuZ7S4jKVNlKprzhuYO LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 6-8=-12 Horz: 1-2=-16, 2-5=-16, 2-8=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB01 Truss Type Piggyback Qty 11 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370037 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:54:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ofXis2F2vj?LuQKyChoNwjGwm7KVKp_WKdhl5NzhuYG Scale = 1:25.3 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-4-11 6-4-11 3-2-6 3-2-6 6-4-11 3-2-6 0-5-103-7-40-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 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.(lb/size) 2=147/5-4-8, 4=147/5-4-8, 6=147/5-4-8 Max Horz 2=-65(LC 6) Max Uplift 2=-19(LC 11), 4=-16(LC 11) Max Grav 2=147(LC 1), 4=147(LC 1), 6=161(LC 3) 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370038 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:54:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ow38RsSivx8wQ18DimcM6JTqgz7mpU_0FmI9BuzhuY? Scale = 1:40.7 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-5-4 11-5-4 5-8-10 5-8-10 11-5-4 5-8-10 0-5-106-6-90-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:Edge,0-1-14], [6:0-2-10,0-1-8] 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 0.18 0.11 0.10 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: 39 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 10-5-0. (lb) - Max Horz 2=-121(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-177(LC 10), 8=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=334(LC 17), 8=333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-302/227, 5-8=-302/226 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) 2, 6 except (jt=lb) 10=177, 8=176. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370039 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:54:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-oCbZ?gfMv9HWzexUCqPMIugkKqxiIBxW9vwYHPzhuXk Scale = 1:67.0 1 2 345678910111213 14 25 24 23 22 21 20 19 18 17 16 15 26 27 5x6 3x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 37-1-8 37-1-8 37-1-8 37-1-8 0-4-102-4-62-6-110-1-82-4-60-1-89.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 99 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, and 2-0-0 oc purlins (6-0-0 max.): 3-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 36-5-5. (lb) - Max Horz 2=59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 15, 2, 25 except 16=347(LC 24), 17=313(LC 1), 18=322(LC 24), 19=319(LC 24), 20=321(LC 1), 22=317(LC 24), 23=333(LC 1), 24=252(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 13-16=-261/71 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 3-6-15, Exterior(2R) 3-6-15 to 11-0-14, Interior(1) 11-0-14 to 31-8-10, Exterior(2E) 31-8-10 to 37-0-4 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 15, 16, 17, 18, 19, 20, 22, 23, 24, 25. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370040 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-5p1e1tyQFXJ6rKm5ctr_HyfrPV6kw1q2gekp70zhuXM Scale = 1:67.0 1 2 3 456789101112 24 23 22 21 20 19 18 17 16 15 14 13 5x6 2x4 2x4 3x6 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 37-1-8 37-1-8 37-1-8 37-1-8 0-4-104-8-64-10-110-1-84-8-60-1-89.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 117 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, and 2-0-0 oc purlins (6-0-0 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-24,23-24. REACTIONS.All bearings 36-5-5. (lb) - Max Horz 2=130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 17, 19, 21, 22, 24, 16, 15, 14, 23 Max Grav All reactions 250 lb or less at joint(s) 13, 2 except 17=401(LC 2), 19=398(LC 26), 21=408(LC 2), 22=374(LC 26), 24=360(LC 17), 16=399(LC 26), 15=403(LC 2), 14=391(LC 26), 23=325(LC 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) 0-3-7 to 5-7-0, Corner(3R) 5-7-0 to 11-11-14, Exterior(2N) 11-11-14 to 31-8-10, Corner(3E) 31-8-10 to 37-0-4 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) 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 13, 2, 17, 19, 21, 22, 24, 16, 15, 14, 23. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370040 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-5p1e1tyQFXJ6rKm5ctr_HyfrPV6kw1q2gekp70zhuXM LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-12=-50, 2-23=-35, 13-23=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=15, 4-12=15, 2-13=-12 Horz: 1-2=-40, 2-4=-27, 4-5=27 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-12=-35, 2-13=-20 Horz: 1-2=-11, 2-4=15, 4-5=-15 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-12=16, 2-13=-12 Horz: 1-2=-7, 2-4=2, 4-5=28 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-12=16, 2-13=-12 Horz: 1-2=-12, 2-4=-16, 4-5=28 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 2-13=-20 Horz: 1-2=6, 2-4=10, 4-5=20 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 2-13=-20 Horz: 1-2=-12, 2-4=-8, 4-5=20 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-12=4, 2-13=-12 Horz: 1-2=-24, 2-4=-28, 4-5=16 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-12=4, 2-13=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-12=4, 2-13=-12 Horz: 1-2=-24, 2-4=-28, 4-5=16 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-12=4, 2-13=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 4-12=-12, 2-13=-20 Horz: 1-2=-24, 2-4=-20, 4-5=8 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-12=-12, 2-13=-20 Horz: 1-2=-12, 2-4=-8, 4-5=8 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-12=-20, 2-23=-40, 13-23=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-12=-35, 2-23=-35, 13-23=-50 Horz: 1-2=5, 2-4=8, 4-5=15 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-12=-35, 2-23=-35, 13-23=-50 Horz: 1-2=-9, 2-4=-6, 4-5=15 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-12=-44, 2-23=-35, 13-23=-50 Horz: 1-2=-18, 2-4=-15, 4-5=6 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-12=-44, 2-23=-35, 13-23=-50 Horz: 1-2=-9, 2-4=-6, 4-5=6 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370040 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:03 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-5p1e1tyQFXJ6rKm5ctr_HyfrPV6kw1q2gekp70zhuXM LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-12=-28, 2-13=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-12=4, 2-13=-12 Horz: 1-4=-16, 4-5=16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-12=-50, 2-23=-35, 13-23=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-12=-50, 2-23=-35, 13-23=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370041 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-1C9OSZzgn9Zq4ewUjHtSMNl9lJnGOvLL7yDwCuzhuXK Scale = 1:68.3 1 2 3 45 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 5x6 5x6 5x6 5x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 37-1-8 37-1-8 9-9-10 9-9-10 15-6-6 5-8-12 20-5-7 4-11-1 37-1-8 16-8-1 0-4-107-0-63-4-27-2-110-1-83-4-20-1-87-0-69.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.21 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x6 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, and 2-0-0 oc purlins (6-0-0 max.): 4-6, 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 36-5-5. (lb) - Max Horz 2=137(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 22, 19, 18, 16, 15, 14 except 24=-113(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 2, 23, 18 except 20=394(LC 26), 22=308(LC 26), 24=572(LC 17), 19=329(LC 18), 16=369(LC 26), 15=311(LC 2), 14=405(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-24=-337/166, 9-16=-264/72, 11-14=-288/78 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 5-8-6, Exterior(2R) 5-8-6 to 15-6-6, Exterior(2E) 15-6-6 to 20-5-7, Interior(1) 20-5-7 to 31-8-10, Exterior(2E) 31-8-10 to 37-0-4 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) 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 13, 2, 22, 19, 18, 16, 15, 14 except (jt=lb) 24=113. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370042 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-O9yHVG1pchB6BPoRWrTd3RS0NKVK3Au4HEwht6zhuXF Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 1716 15 14 13 25 26 27 28 5x6 5x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 37-1-8 37-1-8 12-8-0 12-8-0 23-6-12 10-10-12 37-1-8 13-6-12 0-4-109-4-81-0-20-1-81-0-20-1-89.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8] 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 0.20 0.16 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22 REACTIONS.All bearings 36-5-5. (lb) - Max Horz 2=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 23, 24, 20, 19, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 13, 2 except 22=412(LC 20), 23=461(LC 17), 24=435(LC 17), 20=465(LC 18), 19=366(LC 18), 18=305(LC 2), 16=360(LC 26), 15=344(LC 2), 14=295(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-23=-265/135, 3-24=-260/132, 6-20=-260/134, 9-16=-260/70 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) 0-3-6 to 5-7-0, Interior(1) 5-7-0 to 7-4-6, Exterior(2R) 7-4-6 to 17-11-10, Interior(1) 17-11-10 to 31-8-2, Exterior(2E) 31-8-2 to 36-11-12 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 13, 2, 23, 24, 20, 19, 16, 15, 14. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB07 Truss Type GABLE Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370043 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-HxCoLe4KfwiYf06DlgYZDHciExsD?zhgCsuv0tzhuXB Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 29-0-0 29-0-0 12-8-0 12-8-0 29-0-0 16-4-0 0-4-109-4-81-3-00-1-80-3-140-1-89.00 12 3.00 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 0.20 0.16 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.01 -0.00 (loc) 10 10 9 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 92 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.All bearings 26-6-6. (lb) - Max Horz 2=-169(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 14=375(LC 20), 16=455(LC 17), 17=447(LC 17), 13=477(LC 18), 12=349(LC 18), 11=302(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-259/154, 3-17=-267/168, 6-13=-270/162 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 5-7-0, Interior(1) 5-7-0 to 7-4-6, Exterior(2R) 7-4-6 to 17-11-10, Interior(1) 17-11-10 to 23-6-0, Exterior(2E) 23-6-0 to 28-3-5 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13, 12, 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB08 Truss Type GABLE Qty 6 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370044 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-9iRJB?7qj8C_8eQ__WcVN7nPdYF?xqfF7Us69ezhuX7 Scale = 1:30.4 1 2 3 4 65 2x4 2x4 2x4 2x4 2x4 7-2-0 7-2-00-4-105-3-00-1-80-1-89.00 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 0.18 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 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.(lb/size) 5=130/6-5-13, 2=84/6-5-13, 6=321/6-5-13 Max Horz 2=142(LC 10) Max Uplift 5=-32(LC 10), 6=-82(LC 10) Max Grav 5=133(LC 17), 2=103(LC 19), 6=329(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 4-0-0 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) 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370045 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ZH7Rp19j03aZ?58ZffAC?lPu1lFa8B8ipR5mmzzhuX4 Scale = 1:20.2 1 2 3 4 2x4 2x4 2x4 4-9-8 4-9-80-4-103-5-100-1-80-1-89.00 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-P 0.30 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=159/4-1-5, 2=185/4-1-5 Max Horz 2=92(LC 10) Max Uplift 4=-41(LC 10) Max Grav 4=163(LC 17), 2=185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370046 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WfFCEjBzYhqGFPIxn3Cg4AUFXZzqc5F?GlatqszhuX2 Scale = 1:16.3 1 2 34 65 4x6 2x4 2x4 2x4 2x4 4-9-8 4-9-8 3-9-4 3-9-4 4-9-8 1-0-4 0-4-102-6-42-8-70-1-82-6-40-1-89.00 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-P 0.17 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 4-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=21/4-1-5, 2=138/4-1-5, 6=186/4-1-5 Max Horz 2=69(LC 10) Max Uplift 5=-12(LC 6), 6=-13(LC 10) 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 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) Gable requires continuous bottom chord bearing. 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) 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370047 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ORUi44ETbvKij0cj0vGcF0fzfAKWYv2aBNY5zdzhuX_ Scale = 1:25.3 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-11 6-4-11 3-2-6 3-2-6 6-4-11 3-2-6 0-5-103-7-40-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:Edge,0-1-14], [6:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.04 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: 23 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 5-4-8. (lb) - Max Horz 2=-65(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370048 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-p0Ari6GMuqjHaUKHh2qJtfHUqOM0lFG0tLmlZyzhuWx Scale = 1:41.0 1 2 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 11-5-4 11-5-4 5-8-10 5-8-10 11-5-4 5-8-10 0-5-106-6-90-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:Edge,0-1-14], [10:0-2-10,0-1-8] 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 0.04 0.03 0.07 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: 54 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 10-5-0. (lb) - Max Horz 2=-121(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 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; 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) 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, 10, 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T01 Truss Type Common Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370049 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-lOHb7oIcQSz?qnUgoSsny4MmgBwiD4kJLfFseqzhuWv Scale: 3/16"=1' 1 2 3 4 5 6 9 8 7 4x6 2x4 3x8 3x4 3x4 2x4 3x6 3x6 7-5-8 7-5-8 14-11-0 7-5-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-5-8 4-5-8 11-11-0 4-5-8 14-11-0 3-0-0 1-5-910-1-151-5-914.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] 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 0.27 0.46 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=670/0-3-8, 7=581/0-3-8 Max Horz 9=212(LC 7) Max Uplift 7=-2(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-465/115, 4-5=-466/115 BOT CHORD 8-9=-91/363, 7-8=0/297 WEBS 4-8=-87/384, 3-9=-492/10, 5-7=-475/29 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 4-1-2, Exterior(2R) 4-1-2 to 9-5-10, Exterior(2E) 9-5-10 to 14-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T02 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370050 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-d9X6y9L7UgTQIPoR1Ixj6wXSGoLZ9wzvGHD3nbzhuWr Scale = 1:61.1 1 2 3 4 5 6 13 12 11 10 9 8 7 4x6 3x6 2x4 3x8 3x8 2x4 3x8 3x6 3x4 4x10 3x4 4x10 2-2-0 2-2-0 7-5-8 5-3-8 12-9-0 5-3-8 14-11-0 2-2-0 -1-2-8 1-2-8 2-2-0 2-2-0 7-5-8 5-3-8 12-9-0 5-3-8 14-11-0 2-2-0 1-5-910-1-151-5-91-0-014.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:Edge,0-1-14], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.27 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.02 0.01 (loc) 9-10 9-10 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12,5-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=670/0-3-8, 7=581/0-3-8 Max Horz 13=212(LC 7) Max Uplift 7=-2(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/42, 3-4=-525/89, 4-5=-525/96, 5-6=-663/26, 2-13=-632/36, 6-7=-556/3 BOT CHORD 10-11=-148/562, 9-10=-12/453 WEBS 4-10=-33/361, 5-10=-271/165, 3-10=-289/190, 2-11=-22/450, 6-9=-7/442 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 4-1-2, Exterior(2R) 4-1-2 to 9-5-10, Exterior(2E) 9-5-10 to 14-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T03 Truss Type PIGGYBACK BASE Qty 11 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370051 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-aYftNrNN?Ij8Yjxq9jzBBLck1cw2digCjbiArUzhuWp Scale = 1:70.6 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 6x6 3x6 3x8 4x6 3x4 4x6 2x4 4x8 4x8 2x4 8-9-2 8-9-2 15-1-13 6-4-11 23-11-0 8-9-3 -1-2-8 1-2-8 3-4-0 3-4-0 8-9-2 5-5-2 15-1-13 6-4-11 20-7-0 5-5-2 23-11-0 3-4-0 25-1-8 1-2-8 1-9-512-0-01-9-512-0-014.00 12 Plate Offsets (X,Y)-- [3:0-2-7,0-2-0], [4:0-3-2,0-2-0], [5:0-2-12,0-1-8], [6:0-2-7,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.66 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.02 0.01 (loc) 12-13 9-10 9 10 l/defl >999 >728 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 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* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 13=1026/0-3-8, 9=1026/0-3-8 Max Horz 13=-261(LC 8) Max Grav 13=1131(LC 2), 9=1136(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-910/125, 4-5=-526/136, 5-6=-916/125, 2-13=-278/55, 7-9=-278/55 BOT CHORD 12-13=-130/663, 10-12=-1/569, 9-10=0/536 WEBS 4-12=-27/354, 5-10=-39/385, 3-13=-852/1, 6-9=-851/1 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 4-1-2, Exterior(2R) 4-1-2 to 19-9-14, Exterior(2E) 19-9-14 to 25-1-8 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370052 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-2kDFbBN?mbr?9sW0jQUQkY9sd0L4MF4LyFSjNwzhuWo Scale = 1:70.8 1 2 345 6 12 11 10 98713 14 6x6 8x8 5x6 2x4 3x4 3x4 2x4 3x8 3x4 6x8 3x4 6-1-2 6-1-2 11-9-12 5-8-10 17-6-6 5-8-10 21-3-0 3-8-10 -1-2-8 1-2-8 6-1-2 6-1-2 11-9-12 5-8-10 17-6-6 5-8-10 21-3-0 3-8-10 4-10-1112-0-07-7-1512-0-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-0,0-1-8], [5:0-2-11,Edge], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.35 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.01 0.01 (loc) 8-9 11-12 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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* 2-12,6-7: 2x4 SPF-S Stud, 2-11,6-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-9, 5-8, 6-7 REACTIONS.(lb/size) 12=922/0-3-8, 7=836/0-3-8 Max Horz 12=297(LC 7) Max Uplift 7=-6(LC 7) Max Grav 12=1009(LC 2), 7=949(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-683/134, 3-4=-447/145, 4-5=-447/145, 5-6=-474/166, 2-12=-918/40, 6-7=-907/41 BOT CHORD 11-12=-275/237, 9-11=-154/432, 8-9=-75/273 WEBS 4-9=-390/113, 5-9=-112/440, 5-8=-347/140, 2-11=-44/459, 6-8=-77/581 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 4-1-2, Exterior(2R) 4-1-2 to 17-6-6, Exterior(2E) 17-6-6 to 21-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T05 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370053 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_7K?0tPFID5jPAgPqrXupzEB0pvhq0kePZxqSpzhuWm Scale = 1:102.3 1 2 3 45678 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 3x8 MT18HS 6x8 8x8 6x6 6x16 4x6 8x8 3x8 MT18HS6x10 3x8 MT18HS6x8 8x10 2x4 4x8 2x4 2x4 4x8 2x4 5x6 6x8 8x8 4x6 3x8 MT18HS 7-1-2 7-1-2 10-5-0 3-3-14 11-10-13 1-5-13 15-3-2 3-4-5 22-8-2 7-5-0 29-11-7 7-3-4 37-2-11 7-3-4 44-6-0 7-3-4 51-11-0 7-5-0 7-1-2 7-1-2 11-10-13 4-9-11 15-3-2 3-4-5 22-8-2 7-5-0 29-11-7 7-3-4 37-2-11 7-3-4 44-6-0 7-3-4 51-11-0 7-5-0 6-7-108-10-011-1-1412-4-312-1-141-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [13:0-3-8,Edge], [22:0-3-0,Edge], [23:0-2-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.85 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.43 0.12 0.10 (loc) 18-19 18-19 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 360 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-24: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E, 2-23,2-22,19-22,3-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-13 max.): 1-2, 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-24, 2-23, 3-19, 5-18, 6-18, 6-14, 8-14 2 Rows at 1/3 pts 11-12, 10-13 REACTIONS.(lb/size) 24=2087/Mechanical, 12=2071/0-3-8 Max Horz 24=128(LC 10) Max Uplift 12=-90(LC 7) Max Grav 24=2399(LC 2), 12=2444(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2259/28, 1-2=-2273/0, 2-3=-2883/14, 3-4=-2732/56, 4-5=-2645/79, 5-6=-2644/77, 6-8=-2181/75, 8-10=-2181/75, 10-11=-1329/48, 11-12=-2294/126 BOT CHORD 22-23=-102/2301, 18-19=-75/2203, 16-18=-86/2634, 14-16=-86/2634, 13-14=-48/1329 WEBS 1-23=0/3051, 2-23=-1806/69, 2-22=-21/536, 19-22=-100/2675, 3-22=-9/463, 3-19=-1147/69, 4-19=-2/614, 4-18=-78/910, 5-18=-484/128, 6-16=0/424, 6-14=-862/31, 8-14=-423/113, 10-14=-51/1622, 10-13=-1778/176, 11-13=-93/2514 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) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 11-10-13, Exterior(2R) 11-10-13 to 20-6-11, Interior(1) 20-6-11 to 46-6-2, Exterior(2E) 46-6-2 to 51-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T05 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370053 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_7K?0tPFID5jPAgPqrXupzEB0pvhq0kePZxqSpzhuWm LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-11=-50, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=15, 2-25=10, 2-3=10, 3-4=19, 4-26=19, 26-27=10, 11-27=15, 22-24=-12, 12-21=-12 Horz: 2-3=-22, 3-4=-31 Drag: 1-25=-0, 2-25=-0, 4-26=0, 5-26=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-3=-31, 3-4=-31, 4-11=-31, 22-24=-20, 12-21=-20 Horz: 2-3=11, 3-4=11 Drag: 1-2=0, 4-5=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-3=8, 3-4=-14, 4-11=16, 22-24=-12, 12-21=-12 Horz: 2-3=-20, 3-4=2 Drag: 1-2=-0, 4-5=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=7, 3-4=4, 4-11=16, 22-24=-12, 12-21=-12 Horz: 2-3=-19, 3-4=-16 Drag: 1-2=-0, 4-5=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-3=-8, 3-4=-30, 22-24=-20, 12-21=-20 Horz: 2-3=-12, 3-4=10 Drag: 1-2=-0, 4-5=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-9, 3-4=-12, 22-24=-20, 12-21=-20 Horz: 2-3=-11, 3-4=-8 Drag: 1-2=-0, 4-5=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 2-3=-28, 3-4=-28 Drag: 1-2=-0, 4-5=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 2-3=-16, 3-4=-16 Drag: 1-2=-0, 4-5=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 2-3=-28, 3-4=-28 Drag: 1-2=-0, 4-5=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 2-3=-16, 3-4=-16 Drag: 1-2=-0, 4-5=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-11=-12, 22-24=-20, 12-21=-20 Horz: 2-3=-20, 3-4=-20 Drag: 1-2=-0, 4-5=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 3-4=-12, 4-11=-12, 22-24=-20, 12-21=-20 Horz: 2-3=-8, 3-4=-8 Drag: 1-2=-0, 4-5=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-11=-20, 24-28=-60, 22-28=-40, 19-21=-40, 19-29=-60, 29-30=-40, 30-31=-60, 31-32=-40 , 13-32=-60, 13-33=-40, 12-33=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T05 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370053 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:41 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_7K?0tPFID5jPAgPqrXupzEB0pvhq0kePZxqSpzhuWm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-35, 2-3=-41, 3-4=-58, 4-11=-35, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 2-3=-9, 3-4=8 Drag: 1-2=-0, 4-5=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-42, 3-4=-44, 4-11=-35, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 2-3=-8, 3-4=-6 Drag: 1-2=-0, 4-5=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-4=-35, 4-11=-44, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 2-3=-15, 3-4=-15 Drag: 1-2=-0, 4-5=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-44, 3-4=-44, 4-11=-44, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 2-3=-6, 3-4=-6 Drag: 1-2=-0, 4-5=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-11=-28, 22-24=-12, 12-21=-12 Horz: 2-3=16, 3-4=16 Drag: 1-2=0, 4-5=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 2-3=-16, 3-4=-16 Drag: 1-2=-0, 4-5=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-11=-50, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-11=-50, 24-28=-50, 22-28=-35, 19-21=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370054 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-wWSmRYRWqqLReUqnyGZMuOJTpdbOIwvxttQxWhzhuWk Scale = 1:98.3 1 2 3 45678 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 6x6 6x8 4x6 8x8 3x8 MT18HS 3x8 MT18HS 6x10 3x8 MT18HS 4x6 5x12 2x4 4x8 2x4 2x4 4x8 2x4 6x8 5x6 8x8 4x6 3x8 MT18HS 5x8 6x6 5-3-12 5-3-12 10-5-0 5-1-4 11-10-13 1-5-13 14-9-8 2-10-11 22-3-11 7-6-3 29-8-1 7-4-7 37-0-8 7-4-7 44-4-14 7-4-7 51-11-0 7-6-2 5-3-12 5-3-12 10-5-0 5-1-4 11-10-13 1-5-13 14-9-8 2-10-11 22-3-11 7-6-3 29-8-1 7-4-7 37-0-8 7-4-7 44-4-14 7-4-7 51-11-0 7-6-2 3-10-88-10-011-0-012-0-01-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [4:0-5-4,0-3-0], [13:0-3-8,Edge], [22:0-2-4,Edge], [23:0-2-8,0-2-8] 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 0.98 0.84 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.42 0.13 0.10 (loc) 18-19 18-19 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 350 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-24: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E, 2-22,19-22,3-20,2-23,1-23: 2x3 SPF No.2 1-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 3-19, 5-18, 6-18, 6-14, 8-14, 1-24 2 Rows at 1/3 pts 10-13 REACTIONS.(lb/size) 12=2071/0-3-8, 24=2087/Mechanical Max Horz 24=199(LC 10) Max Uplift 12=-97(LC 7) Max Grav 12=2446(LC 2), 24=2389(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2232/7, 2-3=-2900/42, 3-4=-2804/77, 4-5=-2677/96, 5-6=-2676/96, 6-8=-2231/86, 8-10=-2231/86, 10-11=-1363/54, 11-12=-2294/134, 1-24=-2322/6 BOT CHORD 22-23=-156/2023, 18-19=-92/2218, 16-18=-101/2684, 14-16=-101/2684, 13-14=-54/1363 WEBS 2-22=0/785, 19-22=-127/2739, 3-22=-32/521, 3-19=-1343/106, 4-19=-32/670, 4-18=-72/843, 5-18=-460/129, 6-16=0/428, 6-14=-846/36, 8-14=-429/114, 10-14=-60/1621, 10-13=-1772/184, 11-13=-102/2530, 2-23=-1097/67, 1-23=0/2431 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) 0-1-12 to 5-3-12, Interior(1) 5-3-12 to 11-10-13, Exterior(2R) 11-10-13 to 20-1-2, Interior(1) 20-1-2 to 46-6-2, Exterior(2E) 46-6-2 to 51-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370054 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-Oi08euR8b8UIGeP_V_4bRcseZ1wd1N945X9U38zhuWj LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-11=-50, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=10, 3-4=19, 4-25=19, 25-26=10, 11-26=15, 22-24=-12, 12-21=-12 Horz: 1-2=-27, 2-3=-22, 3-4=-31 Drag: 4-25=-0, 5-25=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-11=-31, 22-24=-20, 12-21=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-11=16, 22-24=-12, 12-21=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-11=16, 22-24=-12, 12-21=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 22-24=-20, 12-21=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-11=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-11=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-11=-20, 23-24=-40, 23-27=-60, 22-27=-40, 21-28=-40, 28-29=-60, 29-30=-40, 30-31=-60, 31-32=-40, 13-32=-60, 13-33=-40, 12-33=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370054 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:44 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-Oi08euR8b8UIGeP_V_4bRcseZ1wd1N945X9U38zhuWj LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-11=-35, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-11=-35, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-11=-44, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-11=-44, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-11=-28, 22-24=-12, 12-21=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=10, 3-4=19, 4-25=19, 25-26=10, 11-26=15, 22-24=-12, 12-21=-12 Horz: 1-2=-27, 2-3=-22, 3-4=-31 Drag: 4-25=-0, 5-25=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-11=-31, 22-24=-20, 12-21=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-11=16, 22-24=-12, 12-21=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-11=16, 22-24=-12, 12-21=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 22-24=-20, 12-21=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370054 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:44 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-Oi08euR8b8UIGeP_V_4bRcseZ1wd1N945X9U38zhuWj LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-11=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-11=-12, 22-24=-20, 12-21=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-11=-35, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-11=-35, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-11=-44, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-11=-44, 23-24=-35, 23-27=-50, 22-27=-35, 21-28=-35, 28-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-11=-28, 22-24=-12, 12-21=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 22-24=-12, 12-21=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370055 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-tuaWrESmMRc9tn_A3hbqzpPpQQHzmsHEKAv2bazhuWi Scale: 1/8"=1' 1 2 3 45678 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 6x6 6x8 4x6 8x8 3x8 MT18HS3x8 MT18HS 3x6 4x6 5x8 3x6 4x6 4x8 2x4 2x4 4x8 2x4 6x8 5x6 8x8 6x6 4x6 3x6 3x8 MT18HS 6-0-11 6-0-11 11-10-13 5-10-3 14-9-8 2-10-11 22-3-10 7-6-2 29-8-1 7-4-6 37-0-7 7-4-6 44-4-14 7-4-6 51-11-0 7-6-2 6-0-11 6-0-11 11-10-13 5-10-3 14-9-8 2-10-11 22-3-10 7-6-2 29-8-1 7-4-6 37-0-7 7-4-6 44-4-14 7-4-6 51-11-0 7-6-2 4-10-89-10-012-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [4:0-5-4,0-3-0], [13:0-3-8,Edge], [21:0-2-8,0-1-8], [22:0-2-8,0-2-8] 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 0.97 0.83 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.11 0.10 (loc) 18-20 18-20 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 346 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E, 2-22,2-21,3-21,3-20,1-22: 2x3 SPF No.2 1-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-9 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 2-22, 3-21, 3-20, 5-18, 6-18, 6-15, 8-15, 1-23 2 Rows at 1/3 pts 10-13 REACTIONS.(lb/size) 12=2065/0-3-8, 23=2065/Mechanical Max Horz 23=199(LC 10) Max Uplift 12=-103(LC 7) Max Grav 12=2438(LC 2), 23=2357(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2021/24, 2-3=-2554/63, 3-4=-2741/104, 4-5=-2656/111, 5-6=-2655/111, 6-8=-2220/94, 8-10=-2220/94, 10-11=-1358/58, 11-12=-2285/140, 1-23=-2270/23 BOT CHORD 21-22=-166/1821, 20-21=-138/2304, 18-20=-115/2190, 16-18=-112/2668, 15-16=-112/2668, 13-15=-58/1358 WEBS 2-22=-1121/67, 2-21=0/753, 3-21=-462/36, 3-20=-396/122, 4-20=-51/627, 4-18=-66/856, 5-18=-461/129, 6-16=0/428, 6-15=-836/45, 8-15=-429/114, 10-15=-67/1611, 10-13=-1764/190, 11-13=-109/2520, 1-22=0/2276 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) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 11-10-13, Exterior(2R) 11-10-13 to 20-1-2, Interior(1) 20-1-2 to 46-6-2, Exterior(2E) 46-6-2 to 51-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=103. 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) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370055 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-L58u3aTO7lk0VxZMdP63W1x_AqdCVJXNZqeb70zhuWh LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-11=-50, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-24=15, 3-24=10, 3-4=19, 4-25=19, 25-26=10, 11-26=15, 12-23=-12 Horz: 1-24=-27, 3-24=-22, 3-4=-31 Drag: 4-25=-0, 5-25=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-11=-31, 12-23=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-11=16, 12-23=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-11=16, 12-23=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 12-23=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 12-23=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 12-23=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 12-23=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-11=-12, 12-23=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-11=-12, 12-23=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-11=-20, 22-23=-40, 22-27=-60, 20-27=-40, 20-28=-60, 28-29=-40, 29-30=-60, 30-31=-40, 13-31=-60, 13-32=-40, 12-32=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370055 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:46 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-L58u3aTO7lk0VxZMdP63W1x_AqdCVJXNZqeb70zhuWh LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-11=-35, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-11=-35, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-11=-44, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-11=-44, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-11=-28, 12-23=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-24=15, 3-24=10, 3-4=19, 4-25=19, 25-26=10, 11-26=15, 12-23=-12 Horz: 1-24=-27, 3-24=-22, 3-4=-31 Drag: 4-25=-0, 5-25=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-11=-31, 12-23=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-11=16, 12-23=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-11=16, 12-23=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 12-23=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 12-23=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 12-23=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-11=4, 12-23=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370055 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:46 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-L58u3aTO7lk0VxZMdP63W1x_AqdCVJXNZqeb70zhuWh LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-11=-12, 12-23=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-11=-12, 12-23=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-11=-35, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-11=-35, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-11=-44, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-11=-44, 22-23=-35, 22-27=-50, 20-27=-35, 20-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-11=-28, 12-23=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-11=4, 12-23=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370056 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-lfp1hcVHQg6aMPHxIXgm8fZYQ2kwidRpFotFkLzhuWe Scale = 1:123.1 1 2 3 4 5 678910 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 6x10 8x8 6x6 4x6 6x8 4x6 4x6 3x6 3x4 8x8 3x4 3x4 3x6 6x6 6x16 3x6 6x6 8x8 4x8 6x16 5x12 8x16 5x6 6x16 5x6 6x8 4x6 3x6 10-8-12 10-8-12 15-3-0 4-6-4 22-5-13 7-2-13 25-4-8 2-10-11 32-9-0 7-4-8 40-1-8 7-4-8 42-2-8 2-1-0 49-0-1 6-9-9 55-8-3 6-8-1 62-6-0 6-9-13 -1-2-8 1-2-8 8-0-3 8-0-3 15-3-0 7-2-13 22-5-13 7-2-13 25-4-8 2-10-11 32-9-0 7-4-8 40-1-8 7-4-8 42-2-8 2-1-0 49-0-1 6-9-9 55-8-3 6-8-1 62-6-0 6-9-13 0-5-99-10-012-0-02-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-3-4], [15:Edge,0-2-0], [16:0-3-8,0-3-0], [21:0-11-0,0-3-8], [23:0-3-8,0-2-0], [26:0-2-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.51 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.16 0.16 (loc) 23-24 2-29 15 2-29 l/defl >999 >281 n/a >764 L/d 360 240 n/a 240 PLATES MT20 Weight: 408 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-28: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 14-15: 2x4 SPF 2100F 1.8E 3-29,4-27,4-26,5-26,5-24,21-23,8-20,18-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 6-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-29. 1 Row at midpt 10-20 WEBS 1 Row at midpt 14-15, 4-29, 5-26, 5-24, 7-24, 7-23, 8-20, 11-18, 13-16 REACTIONS.(lb/size) 15=1959/0-3-8, 2=-9/0-10-0, 29=3104/0-3-8 Max Horz 2=334(LC 10) Max Uplift 15=-93(LC 7), 2=-75(LC 16), 29=-84(LC 7) Max Grav 15=2229(LC 2), 2=38(LC 11), 29=3422(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-154/1137, 3-4=-151/1403, 4-5=-1950/0, 5-6=-2185/57, 6-7=-1738/73, 7-8=-2793/116, 8-10=-2676/111, 10-11=-2670/112, 11-13=-1845/76, 13-14=-1127/47, 14-15=-2091/126 BOT CHORD 2-29=-948/0, 27-29=-86/674, 26-27=-86/674, 24-26=-81/1736, 23-24=-85/2237, 8-21=0/284, 20-21=-117/2805, 10-20=-271/68, 16-18=-47/1127 WEBS 3-29=-518/158, 4-29=-3324/39, 4-26=-30/1419, 5-26=-744/80, 6-24=0/1025, 7-24=-947/76, 7-23=-429/126, 21-23=-97/2251, 7-21=-57/914, 8-20=-500/29, 18-20=-87/1850, 11-20=-63/1451, 11-18=-1526/160, 13-18=-58/1442, 13-16=-1619/170, 14-16=-96/2249 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) -1-2-8 to 5-0-8, Interior(1) 5-0-8 to 22-5-13, Exterior(2R) 22-5-13 to 31-7-8, Interior(1) 31-7-8 to 56-1-12, Exterior(2E) 56-1-12 to 62-4-12 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 2, 29. 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. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370056 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:49 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-lfp1hcVHQg6aMPHxIXgm8fZYQ2kwidRpFotFkLzhuWe NOTES- 8) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-14=-50, 2-27=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-30=15, 5-30=10, 5-6=19, 6-31=19, 31-32=10, 14-32=15, 2-29=6, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-45, 2-30=-27, 5-30=-22, 5-6=-31 Drag: 6-31=-0, 7-31=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-6=-31, 6-14=-31, 2-29=-13, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-7, 2-5=11, 5-6=11 Drag: 6-7=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=8, 5-6=-14, 6-14=16, 2-29=1, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-30, 2-5=-20, 5-6=2 Drag: 6-7=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=7, 5-6=4, 6-14=16, 2-29=1, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-15, 2-5=-19, 5-6=-16 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-8, 5-6=-30, 2-29=-7, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-16, 2-5=-12, 5-6=10 Drag: 6-7=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-9, 5-6=-12, 2-29=-7, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-15, 2-5=-11, 5-6=-8 Drag: 6-7=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28 Drag: 6-7=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16 Drag: 6-7=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28 Drag: 6-7=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16 Drag: 6-7=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-14=-12, 2-22=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-24, 2-5=-20, 5-6=-20 Drag: 6-7=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-6=-12, 6-14=-12, 2-22=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-8 Drag: 6-7=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-20, 6-14=-20, 2-27=-40, 27-33=-60, 33-34=-40, 23-34=-60, 22-23=-40, 20-21=-40, 19-35=-40, 16-35=-60, 16-36=-40, 15-36=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370056 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:49 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-lfp1hcVHQg6aMPHxIXgm8fZYQ2kwidRpFotFkLzhuWe LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-38, 2-5=-41, 5-6=-58, 6-14=-35, 2-29=-25, 27-29=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-12, 2-5=-9, 5-6=8 Drag: 6-7=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-42, 5-6=-44, 6-14=-35, 2-29=-25, 27-29=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-11, 2-5=-8, 5-6=-6 Drag: 6-7=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-6=-35, 6-14=-44, 2-27=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-18, 2-5=-15, 5-6=-15 Drag: 6-7=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-6=-44, 6-14=-44, 2-27=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-9, 2-5=-6, 5-6=-6 Drag: 6-7=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 6-14=-28, 2-29=4, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-16, 2-5=16, 5-6=16 Drag: 6-7=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 6-14=4, 2-29=4, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-5=-16, 5-6=-16 Drag: 6-7=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-30=15, 5-30=10, 5-6=19, 6-31=19, 31-32=10, 14-32=15, 2-29=6, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-45, 2-30=-27, 5-30=-22, 5-6=-31 Drag: 6-31=-0, 7-31=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-6=-31, 6-14=-31, 2-29=-13, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-7, 2-5=11, 5-6=11 Drag: 6-7=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=8, 5-6=-14, 6-14=16, 2-29=1, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-30, 2-5=-20, 5-6=2 Drag: 6-7=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=7, 5-6=4, 6-14=16, 2-29=1, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-15, 2-5=-19, 5-6=-16 Drag: 6-7=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-8, 5-6=-30, 2-29=-7, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-16, 2-5=-12, 5-6=10 Drag: 6-7=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-9, 5-6=-12, 2-29=-7, 22-29=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-15, 2-5=-11, 5-6=-8 Drag: 6-7=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28 Drag: 6-7=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16 Drag: 6-7=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370056 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:49 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-lfp1hcVHQg6aMPHxIXgm8fZYQ2kwidRpFotFkLzhuWe LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28 Drag: 6-7=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-14=4, 2-22=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16 Drag: 6-7=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-14=-12, 2-22=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-24, 2-5=-20, 5-6=-20 Drag: 6-7=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-6=-12, 6-14=-12, 2-22=-20, 20-21=-20, 15-19=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-8 Drag: 6-7=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-5=-41, 5-6=-58, 6-14=-35, 2-29=-25, 27-29=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-12, 2-5=-9, 5-6=8 Drag: 6-7=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-42, 5-6=-44, 6-14=-35, 2-29=-25, 27-29=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-11, 2-5=-8, 5-6=-6 Drag: 6-7=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-6=-35, 6-14=-44, 2-27=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-18, 2-5=-15, 5-6=-15 Drag: 6-7=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-6=-44, 6-14=-44, 2-27=-35, 27-33=-50, 33-34=-35, 23-34=-50, 22-23=-35, 20-21=-35, 19-35=-35, 16-35=-50, 16-36=-35, 15-36=-50 Horz: 1-2=-9, 2-5=-6, 5-6=-6 Drag: 6-7=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 6-14=-28, 2-29=4, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-2=-16, 2-5=16, 5-6=16 Drag: 6-7=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 6-14=4, 2-29=4, 22-29=-12, 20-21=-12, 15-19=-12 Horz: 1-5=-16, 5-6=-16 Drag: 6-7=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370057 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-h2xn6HXXyHMIciRKQyiED4fsVrPpAW76i6MMpEzhuWc Scale = 1:111.2 1 2 3 4 5 678910 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 6x10 8x8 6x8 4x6 6x16 8x8 3x4 4x6 3x6 6x6 6x16 3x6 6x6 8x8 5x6 5x6 5x12 5x6 5x6 6x6 8x8 8x8 3x4 3x6 3x6 3x6 10-8-12 10-8-12 15-1-4 4-4-8 22-5-13 7-4-9 25-4-8 2-10-11 32-8-6 7-3-14 39-10-8 7-2-2 47-0-10 7-2-2 54-4-8 7-3-14 58-4-13 4-0-5 62-6-0 4-1-3 -1-2-8 1-2-8 8-0-3 8-0-3 15-1-4 7-1-1 22-5-13 7-4-9 25-4-8 2-10-11 32-8-6 7-3-14 39-10-8 7-2-2 47-0-10 7-2-2 54-4-8 7-3-14 58-4-13 4-0-5 62-6-0 4-1-3 0-5-99-10-010-9-1012-0-010-9-1012-0-05.00 12 9.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-3-0], [6:0-5-12,0-3-0], [15:0-3-8,Edge], [23:0-3-8,Edge], [24:0-2-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.48 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.09 0.17 (loc) 2-27 2-27 14 2-27 l/defl >562 >274 n/a >732 L/d 360 240 n/a 240 PLATES MT20 Weight: 409 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 17-20,22-26: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 13-14: 2x4 SPF 2100F 1.8E, 3-27,4-25,4-24,5-24,5-23: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 6-11, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-27. WEBS 1 Row at midpt 13-14, 4-27, 5-24, 5-23, 7-21, 10-18, 11-16 , 12-15, 8-19 REACTIONS.(lb/size) 14=1988/0-3-8, 2=133/0-10-0, 27=2933/0-3-8 Max Horz 2=315(LC 10) Max Uplift 14=-90(LC 7), 2=-52(LC 24), 27=-67(LC 7) Max Grav 14=2342(LC 2), 2=143(LC 23), 27=3321(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-177/797, 3-4=-188/1055, 4-5=-2173/116, 5-6=-2407/202, 6-7=-2421/209, 7-8=-2483/198, 8-10=-2483/198, 10-11=-2157/184, 11-12=-1448/131, 12-13=-786/63, 13-14=-2253/209 BOT CHORD 2-27=-656/0, 25-27=-98/891, 24-25=-98/891, 23-24=-162/1942, 21-23=-148/1901, 19-21=-166/2420, 18-19=-142/2157, 16-18=-97/1366, 15-16=-64/811 WEBS 3-27=-497/176, 4-27=-3193/193, 4-24=-83/1385, 5-24=-703/113, 6-23=-36/350, 6-21=-70/1031, 7-21=-611/150, 10-19=-27/644, 10-18=-963/160, 11-18=-84/1508, 11-16=-1159/161, 12-16=-95/1545, 12-15=-1973/213, 13-15=-176/2270, 8-19=-409/109 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 5-0-8, Interior(1) 5-0-8 to 22-5-13, Exterior(2R) 22-5-13 to 31-7-8, Interior(1) 31-7-8 to 48-1-8, Exterior(2R) 48-1-8 to 54-4-8, Exterior(2E) 54-4-8 to 62-4-12 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 2, 27. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370057 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-h2xn6HXXyHMIciRKQyiED4fsVrPpAW76i6MMpEzhuWc NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-11=-50, 11-12=-50, 12-13=-50, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-28=24, 5-28=15, 5-6=21, 6-29=21, 29-30=15, 11-30=21, 11-12=24, 12-13=24, 2-27=6, 14-27=-12 Horz: 1-2=-54, 2-28=-36, 5-28=-27, 5-6=-33, 11-12=36, 12-13=36 Drag: 6-29=-0, 7-29=-0, 10-11=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-6=-31, 6-11=-31, 11-12=-31, 12-13=-31, 2-27=-13, 14-27=-20 Horz: 1-2=-7, 2-5=11, 5-6=11, 11-12=-11, 12-13=-11 Drag: 6-7=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=8, 5-6=-14, 6-11=16, 11-12=6, 12-13=4, 2-27=1, 14-27=-12 Horz: 1-2=-30, 2-5=-20, 5-6=2, 11-12=18, 12-13=16 Drag: 6-7=-0, 10-11=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=7, 5-6=4, 6-11=16, 11-12=16, 12-13=16, 2-27=1, 14-27=-12 Horz: 1-2=-15, 2-5=-19, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0, 10-11=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-8, 5-6=-30, 11-12=-10, 12-13=-12, 2-27=-7, 14-27=-20 Horz: 1-2=-16, 2-5=-12, 5-6=10, 11-12=10, 12-13=8 Drag: 6-7=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-9, 5-6=-12, 2-27=-7, 14-27=-20 Horz: 1-2=-15, 2-5=-11, 5-6=-8, 11-12=20, 12-13=20 Drag: 6-7=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-11=4, 11-12=4, 12-13=4, 2-14=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28, 11-12=16, 12-13=16 Drag: 6-7=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-11=4, 11-12=16, 12-13=16, 2-14=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-11=4, 11-12=4, 12-13=4, 2-14=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28, 11-12=16, 12-13=16 Drag: 6-7=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-11=4, 11-12=16, 12-13=16, 2-14=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-11=-12, 11-12=-12, 12-13=-12, 2-14=-20 Horz: 1-2=-24, 2-5=-20, 5-6=-20, 11-12=8, 12-13=8 Drag: 6-7=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-6=-12, 6-11=-12, 2-14=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-8, 11-12=20, 12-13=20 Drag: 6-7=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-20, 6-11=-20, 11-12=-20, 12-13=-20, 2-25=-40, 25-31=-60, 23-31=-40, 22-23=-60, 21-22=-40, 21-32=-60, 32-33=-40, 18-33=-60, 18-34=-40, 16-34=-60, 16-35=-40, 15-35=-60, 15-36=-40, 14-36=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370057 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:51 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-h2xn6HXXyHMIciRKQyiED4fsVrPpAW76i6MMpEzhuWc LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-38, 2-5=-41, 5-6=-58, 6-11=-35, 11-12=-42, 12-13=-44, 2-27=-25, 25-27=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-12, 2-5=-9, 5-6=8, 11-12=8, 12-13=6 Drag: 6-7=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-42, 5-6=-44, 6-11=-35, 11-12=-35, 12-13=-35, 2-27=-25, 25-27=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-11, 2-5=-8, 5-6=-6, 11-12=15, 12-13=15 Drag: 6-7=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-6=-35, 6-11=-44, 11-12=-44, 12-13=-44, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-18, 2-5=-15, 5-6=-15, 11-12=6, 12-13=6 Drag: 6-7=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-6=-44, 6-11=-44, 11-12=-35, 12-13=-35, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-9, 2-5=-6, 5-6=-6, 11-12=15, 12-13=15 Drag: 6-7=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 6-11=-28, 11-12=-28, 12-13=-28, 2-27=4, 14-27=-12 Horz: 1-2=-16, 2-5=16, 5-6=16, 11-12=-16, 12-13=-16 Drag: 6-7=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 6-11=4, 11-12=4, 12-13=4, 2-27=4, 14-27=-12 Horz: 1-5=-16, 5-6=-16, 11-12=16, 12-13=16 Drag: 6-7=-0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-11=-50, 11-12=-20, 12-13=-20, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-20, 6-11=-50, 11-12=-50, 12-13=-50, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-28=24, 5-28=15, 5-6=21, 6-29=21, 29-30=15, 11-30=21, 11-12=24, 12-13=24, 2-27=6, 14-27=-12 Horz: 1-2=-54, 2-28=-36, 5-28=-27, 5-6=-33, 11-12=36, 12-13=36 Drag: 6-29=-0, 7-29=-0, 10-11=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-6=-31, 6-11=-31, 11-12=-31, 12-13=-31, 2-27=-13, 14-27=-20 Horz: 1-2=-7, 2-5=11, 5-6=11, 11-12=-11, 12-13=-11 Drag: 6-7=0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-5=8, 5-6=-14, 6-11=16, 11-12=6, 12-13=4, 2-27=1, 14-27=-12 Horz: 1-2=-30, 2-5=-20, 5-6=2, 11-12=18, 12-13=16 Drag: 6-7=-0, 10-11=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-5=7, 5-6=4, 6-11=16, 11-12=16, 12-13=16, 2-27=1, 14-27=-12 Horz: 1-2=-15, 2-5=-19, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0, 10-11=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-8, 5-6=-30, 11-12=-10, 12-13=-12, 2-27=-7, 14-27=-20 Horz: 1-2=-16, 2-5=-12, 5-6=10, 11-12=10, 12-13=8 Drag: 6-7=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-9, 5-6=-12, 2-27=-7, 14-27=-20 Horz: 1-2=-15, 2-5=-11, 5-6=-8, 11-12=20, 12-13=20 Drag: 6-7=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370057 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:51 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-h2xn6HXXyHMIciRKQyiED4fsVrPpAW76i6MMpEzhuWc LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-11=4, 11-12=4, 12-13=4, 2-14=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28, 11-12=16, 12-13=16 Drag: 6-7=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-11=4, 11-12=16, 12-13=16, 2-14=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-6=16, 6-11=4, 11-12=4, 12-13=4, 2-14=-12 Horz: 1-2=-24, 2-5=-28, 5-6=-28, 11-12=16, 12-13=16 Drag: 6-7=-0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-6=4, 6-11=4, 11-12=16, 12-13=16, 2-14=-12 Horz: 1-2=-12, 2-5=-16, 5-6=-16, 11-12=28, 12-13=28 Drag: 6-7=-0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-11=-12, 11-12=-12, 12-13=-12, 2-14=-20 Horz: 1-2=-24, 2-5=-20, 5-6=-20, 11-12=8, 12-13=8 Drag: 6-7=-0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-6=-12, 6-11=-12, 2-14=-20 Horz: 1-2=-12, 2-5=-8, 5-6=-8, 11-12=20, 12-13=20 Drag: 6-7=-0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-5=-41, 5-6=-58, 6-11=-35, 11-12=-42, 12-13=-44, 2-27=-25, 25-27=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-12, 2-5=-9, 5-6=8, 11-12=8, 12-13=6 Drag: 6-7=-0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-42, 5-6=-44, 6-11=-35, 11-12=-35, 12-13=-35, 2-27=-25, 25-27=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-11, 2-5=-8, 5-6=-6, 11-12=15, 12-13=15 Drag: 6-7=-0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-6=-35, 6-11=-44, 11-12=-44, 12-13=-44, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-18, 2-5=-15, 5-6=-15, 11-12=6, 12-13=6 Drag: 6-7=-0 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-6=-44, 6-11=-44, 11-12=-35, 12-13=-35, 2-25=-35, 25-31=-50, 23-31=-35, 22-23=-50, 21-22=-35, 21-32=-50, 32-33=-35, 18-33=-50, 18-34=-35, 16-34=-50, 16-35=-35, 15-35=-50, 15-36=-35, 14-36=-50 Horz: 1-2=-9, 2-5=-6, 5-6=-6, 11-12=15, 12-13=15 Drag: 6-7=-0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-6=-28, 6-11=-28, 11-12=-28, 12-13=-28, 2-27=4, 14-27=-12 Horz: 1-2=-16, 2-5=16, 5-6=16, 11-12=-16, 12-13=-16 Drag: 6-7=0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 6-11=4, 11-12=4, 12-13=4, 2-27=4, 14-27=-12 Horz: 1-5=-16, 5-6=-16, 11-12=16, 12-13=16 Drag: 6-7=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370058 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-eR3XXzYnTvc0r0biXNkiIVkC0f5XeRKPAQrTt6zhuWa Scale = 1:113.9 1 2 3 4 5 678910 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 6x10 8x8 6x8 4x6 6x16 3x6 10x10 3x4 4x6 3x6 6x6 6x16 3x6 6x6 8x8 3x4 5x12 3x4 5x12 3x4 6x8 5x6 8x10 10x10 3x6 3x6 3x8 MT18HS 10-8-12 10-8-12 15-3-0 4-6-4 22-5-13 7-2-13 25-4-8 2-10-11 32-8-6 7-3-14 39-10-8 7-2-2 47-0-10 7-2-2 54-4-8 7-3-14 60-6-0 6-1-8 62-6-0 2-0-0 -1-2-8 1-2-8 8-0-3 8-0-3 15-3-0 7-2-13 22-5-13 7-2-13 25-4-8 2-10-11 32-8-6 7-3-14 39-10-8 7-2-2 47-0-10 7-2-2 54-4-8 7-3-14 60-6-0 6-1-8 62-6-0 2-0-0 0-5-99-10-010-5-108-7-1512-0-08-7-1512-0-05.00 12 9.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-3-0], [6:0-5-12,0-3-0], [13:0-7-12,0-4-4], [24:0-3-8,Edge], [25:0-2-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.47 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.09 0.17 (loc) 2-28 2-28 15 2-28 l/defl >562 >273 n/a >729 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 406 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 23-27: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-28,4-26,4-25,5-25,5-24,11-13,13-17,14-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 6-11, 13-16, 13-14. Except: 1 Row at midpt 13-16 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-28. WEBS 1 Row at midpt 14-15, 4-28, 5-25, 5-24, 7-22, 8-22, 8-19, 10-19, 11-17, 11-13 REACTIONS.(lb/size) 15=1990/0-3-8, 2=144/0-10-0, 28=2920/0-3-8 Max Horz 2=297(LC 11) Max Uplift 15=-90(LC 7), 2=-57(LC 6), 28=-80(LC 7) Max Grav 15=2318(LC 2), 2=155(LC 23), 28=3307(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-133/769, 3-4=-123/1031, 4-5=-2182/148, 5-6=-2416/230, 6-7=-2424/231, 7-8=-2423/232, 8-10=-2153/206, 10-11=-2153/206, 13-16=-2018/181, 13-14=-529/120, 14-15=-2252/226 BOT CHORD 2-28=-668/0, 26-28=-74/944, 25-26=-74/944, 24-25=-95/1950, 22-24=-100/1909, 20-22=-142/2502, 19-20=-142/2502, 17-19=-105/1369, 16-17=-63/540 WEBS 3-28=-501/175, 4-28=-3195/166, 4-25=-61/1343, 5-25=-696/99, 6-24=-46/362, 6-22=-70/1023, 7-22=-456/133, 8-20=0/411, 8-19=-687/30, 10-19=-468/132, 11-19=-82/1502, 11-17=-786/144, 11-13=-1460/130, 13-17=-78/1375, 14-16=-164/2200 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 5-0-8, Interior(1) 5-0-8 to 22-5-13, Exterior(2R) 22-5-13 to 31-7-8, Interior(1) 31-7-8 to 48-1-8, Exterior(2R) 48-1-8 to 54-4-8, Exterior(2E) 54-4-8 to 62-4-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 2, 28. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370058 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-eR3XXzYnTvc0r0biXNkiIVkC0f5XeRKPAQrTt6zhuWa NOTES- 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370059 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-apAIyfa1?Wsk4Kl5fonANwpb6Sn66PyidkKZy?zhuWY Scale = 1:76.8 1 2 3 4 5 6 78 15 14 13 12 11 10 9 16 17 18 19 20 21 3x4 5x6 4x8 6x16 3x6 3x6 3x6 4x6 2x4 4x8 2x4 3x4 4x8 3x6 3x4 10-8-12 10-8-12 15-1-4 4-4-8 22-5-13 7-4-9 25-4-8 2-10-11 32-6-8 7-2-0 -1-2-8 1-2-8 7-8-11 7-8-11 15-1-4 7-4-9 22-5-13 7-4-9 25-4-8 2-10-11 32-6-8 7-2-0 0-5-99-10-012-0-010-1-1212-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-2], [7:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.46 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.52 0.24 0.19 (loc) 2-15 2-15 17 2-15 l/defl >494 >241 n/a >656 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-9,7-10,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-15. WEBS 1 Row at midpt 5-15, 6-10, 7-10 REACTIONS.(lb/size) 2=371/0-10-0, 15=1489/0-3-8, 17=774/0-3-0 Max Horz 2=337(LC 10) Max Uplift 2=-28(LC 6), 15=-77(LC 10), 17=-26(LC 10) Max Grav 2=371(LC 1), 15=1629(LC 2), 17=891(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-161/409, 5-6=-609/0, 6-7=-490/13, 7-8=-362/35 BOT CHORD 13-15=-104/378, 12-13=-104/378, 10-12=-54/488 WEBS 3-15=-470/158, 5-15=-1197/80, 6-10=-415/85, 8-10=-64/677, 8-17=-908/74 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 22-5-13, Exterior(2R) 22-5-13 to 30-8-2, Interior(1) 30-8-2 to 32-1-12 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 17 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) 2, 15, 17. 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) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-7=-50, 7-8=-50, 2-13=-35, 13-20=-50, 20-21=-35, 9-21=-50 Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370059 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:55 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-apAIyfa1?Wsk4Kl5fonANwpb6Sn66PyidkKZy?zhuWY LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-18=15, 6-18=10, 6-7=19, 7-19=19, 8-19=10, 2-15=7, 9-15=-12 Horz: 1-2=-45, 2-18=-27, 6-18=-22, 6-7=-31 Drag: 7-19=-0, 8-19=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-6=-31, 6-7=-31, 7-8=-31, 2-15=-13, 9-15=-20 Horz: 1-2=-7, 2-6=11, 6-7=11 Drag: 7-8=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-6=8, 6-7=-14, 7-8=16, 2-15=1, 9-15=-12 Horz: 1-2=-30, 2-6=-20, 6-7=2 Drag: 7-8=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-6=7, 6-7=4, 7-8=16, 2-15=1, 9-15=-12 Horz: 1-2=-15, 2-6=-19, 6-7=-16 Drag: 7-8=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-6=-8, 6-7=-30, 2-15=-7, 9-15=-20 Horz: 1-2=-16, 2-6=-12, 6-7=10 Drag: 7-8=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-6=-9, 6-7=-12, 2-15=-7, 9-15=-20 Horz: 1-2=-15, 2-6=-11, 6-7=-8 Drag: 7-8=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-6=16, 6-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-6=-28, 6-7=-28 Drag: 7-8=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-6=4, 6-7=4, 7-8=4, 2-9=-12 Horz: 1-2=-12, 2-6=-16, 6-7=-16 Drag: 7-8=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-6=16, 6-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-6=-28, 6-7=-28 Drag: 7-8=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-6=4, 6-7=4, 7-8=4, 2-9=-12 Horz: 1-2=-12, 2-6=-16, 6-7=-16 Drag: 7-8=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 7-8=-12, 2-9=-20 Horz: 1-2=-24, 2-6=-20, 6-7=-20 Drag: 7-8=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-6=-12, 6-7=-12, 7-8=-12, 2-9=-20 Horz: 1-2=-12, 2-6=-8, 6-7=-8 Drag: 7-8=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-8=-20, 2-13=-40, 13-20=-60, 20-21=-40, 9-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-6=-41, 6-7=-58, 7-8=-35, 2-15=-25, 13-15=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-12, 2-6=-9, 6-7=8 Drag: 7-8=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370059 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:55 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-apAIyfa1?Wsk4Kl5fonANwpb6Sn66PyidkKZy?zhuWY LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-39, 2-6=-42, 6-7=-44, 7-8=-35, 2-15=-25, 13-15=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-11, 2-6=-8, 6-7=-6 Drag: 7-8=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-6=-35, 6-7=-35, 7-8=-44, 2-13=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-18, 2-6=-15, 6-7=-15 Drag: 7-8=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-6=-44, 6-7=-44, 7-8=-44, 2-13=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-9, 2-6=-6, 6-7=-6 Drag: 7-8=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-15=4, 9-15=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-15=4, 9-15=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 2-18=15, 6-18=10, 6-7=19, 7-19=19, 8-19=10, 2-15=7, 9-15=-12 Horz: 1-2=-45, 2-18=-27, 6-18=-22, 6-7=-31 Drag: 7-19=-0, 8-19=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-6=-31, 6-7=-31, 7-8=-31, 2-15=-13, 9-15=-20 Horz: 1-2=-7, 2-6=11, 6-7=11 Drag: 7-8=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-6=8, 6-7=-14, 7-8=16, 2-15=1, 9-15=-12 Horz: 1-2=-30, 2-6=-20, 6-7=2 Drag: 7-8=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-6=7, 6-7=4, 7-8=16, 2-15=1, 9-15=-12 Horz: 1-2=-15, 2-6=-19, 6-7=-16 Drag: 7-8=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-6=-8, 6-7=-30, 2-15=-7, 9-15=-20 Horz: 1-2=-16, 2-6=-12, 6-7=10 Drag: 7-8=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-6=-9, 6-7=-12, 2-15=-7, 9-15=-20 Horz: 1-2=-15, 2-6=-11, 6-7=-8 Drag: 7-8=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-6=16, 6-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-6=-28, 6-7=-28 Drag: 7-8=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-6=4, 6-7=4, 7-8=4, 2-9=-12 Horz: 1-2=-12, 2-6=-16, 6-7=-16 Drag: 7-8=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-6=16, 6-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-6=-28, 6-7=-28 Drag: 7-8=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-6=4, 6-7=4, 7-8=4, 2-9=-12 Horz: 1-2=-12, 2-6=-16, 6-7=-16 Drag: 7-8=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370059 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:55 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-apAIyfa1?Wsk4Kl5fonANwpb6Sn66PyidkKZy?zhuWY LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 7-8=-12, 2-9=-20 Horz: 1-2=-24, 2-6=-20, 6-7=-20 Drag: 7-8=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-6=-12, 6-7=-12, 7-8=-12, 2-9=-20 Horz: 1-2=-12, 2-6=-8, 6-7=-8 Drag: 7-8=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-6=-41, 6-7=-58, 7-8=-35, 2-15=-25, 13-15=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-12, 2-6=-9, 6-7=8 Drag: 7-8=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-42, 6-7=-44, 7-8=-35, 2-15=-25, 13-15=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-11, 2-6=-8, 6-7=-6 Drag: 7-8=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-6=-35, 6-7=-35, 7-8=-44, 2-13=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-18, 2-6=-15, 6-7=-15 Drag: 7-8=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-6=-44, 6-7=-44, 7-8=-44, 2-13=-35, 13-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-9, 2-6=-6, 6-7=-6 Drag: 7-8=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 7-8=-28, 2-15=4, 9-15=-12 Horz: 1-2=-16, 2-6=16, 6-7=16 Drag: 7-8=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 7-8=4, 2-15=4, 9-15=-12 Horz: 1-6=-16, 6-7=-16 Drag: 7-8=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370060 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WCI2NLbIX76SKduUmCpeTLu_QGOQaM6?52pg0uzhuWW Scale = 1:68.3 1 2 3 45 10 9 8 76 11 12 13 14 15 16 5x6 4x6 6x16 2x4 2x4 3x8 2x4 3x8 4x8 3x6 3x4 6-0-11 6-0-11 14-9-8 8-8-14 19-7-0 4-9-8 6-0-11 6-0-11 11-10-13 5-10-3 14-9-8 2-10-11 19-7-0 4-9-8 4-10-89-10-012-0-010-1-1212-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0] 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 0.46 0.73 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.39 0.18 0.02 (loc) 7-9 7-9 12 7-9 l/defl >926 >589 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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* 2-9,3-7,1-9: 2x3 SPF No.2, 1-10: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7 REACTIONS.(lb/size) 10=772/Mechanical, 12=748/0-3-0 Max Horz 10=199(LC 10) Max Uplift 12=-76(LC 10) Max Grav 10=858(LC 2), 12=876(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-661/0, 2-3=-679/67, 3-4=-403/24, 4-5=-290/46, 1-10=-794/0 BOT CHORD 7-9=-93/420 WEBS 2-9=-411/145, 3-9=-111/280, 3-7=-432/152, 5-7=-126/800, 1-9=0/704, 5-12=-888/144 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) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 11-10-13, Exterior(2R) 11-10-13 to 14-9-8, Exterior(2E) 14-9-8 to 19-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-5=-50, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370060 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WCI2NLbIX76SKduUmCpeTLu_QGOQaM6?52pg0uzhuWW LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=18, 3-13=15, 3-4=21, 4-5=18, 6-10=-12 Horz: 1-13=-30, 3-13=-27, 3-4=-33 Drag: 4-5=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-5=-31, 6-10=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-5=16, 6-10=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-5=16, 6-10=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 6-10=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 6-10=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-10=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-10=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-5=-12, 6-10=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 6-10=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-5=-20, 10-14=-40, 14-15=-60, 15-16=-40, 6-16=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-5=-35, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370060 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:57 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WCI2NLbIX76SKduUmCpeTLu_QGOQaM6?52pg0uzhuWW LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-35, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-5=-44, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-5=-28, 6-10=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=18, 3-13=15, 3-4=21, 4-5=18, 6-10=-12 Horz: 1-13=-30, 3-13=-27, 3-4=-33 Drag: 4-5=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-31, 3-4=-31, 4-5=-31, 6-10=-20 Horz: 1-3=11, 3-4=11 Drag: 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-5=16, 6-10=-12 Horz: 1-3=-20, 3-4=2 Drag: 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-5=16, 6-10=-12 Horz: 1-3=-19, 3-4=-16 Drag: 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 6-10=-20 Horz: 1-3=-12, 3-4=10 Drag: 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 6-10=-20 Horz: 1-3=-11, 3-4=-8 Drag: 4-5=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-10=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-10=-12 Horz: 1-3=-28, 3-4=-28 Drag: 4-5=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370060 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:57 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-WCI2NLbIX76SKduUmCpeTLu_QGOQaM6?52pg0uzhuWW LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 4-5=-12, 6-10=-20 Horz: 1-3=-20, 3-4=-20 Drag: 4-5=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 6-10=-20 Horz: 1-3=-8, 3-4=-8 Drag: 4-5=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-5=-35, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-9, 3-4=8 Drag: 4-5=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-35, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-8, 3-4=-6 Drag: 4-5=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-5=-44, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-15, 3-4=-15 Drag: 4-5=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 10-14=-35, 14-15=-50, 15-16=-35, 6-16=-50 Horz: 1-3=-6, 3-4=-6 Drag: 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 4-5=-28, 6-10=-12 Horz: 1-3=16, 3-4=16 Drag: 4-5=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 1-3=-16, 3-4=-16 Drag: 4-5=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370061 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:55:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-SbQpn0dY3lNAZx2sudr6Ym_EU42o29NIYMIn5mzhuWU Scale = 1:66.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 5x6 5x6 4x8 6x8 2x4 3x8 MT18HS4x8 4x8 5x12 8x10 3x4 2x4 3x12 5-0-3 5-0-3 8-4-10 3-4-7 16-7-0 8-2-6 21-10-5 5-3-5 28-2-8 6-4-3 5-0-3 5-0-3 6-11-0 1-10-13 8-4-10 1-5-10 12-9-0 4-4-6 16-7-0 3-10-0 21-10-5 5-3-5 28-2-8 6-4-3 29-5-0 1-2-8 7-0-89-2-43-2-1210-9-100-3-149-2-49.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6] 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 0.87 0.86 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.66 0.07 0.16 (loc) 11-13 11-13 8 10-11 l/defl >946 >511 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 138 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF No.2, 1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 1-15 REACTIONS.(lb/size) 15=1115/0-3-8, 8=1200/0-3-8 Max Horz 15=-242(LC 11) Max Uplift 15=-40(LC 11), 8=-32(LC 11) Max Grav 15=1206(LC 2), 8=1273(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-650/135, 2-3=-579/156, 3-4=-817/151, 4-5=-1094/144, 5-6=-3690/201, 6-7=-2999/109, 7-8=-3838/153, 1-15=-1125/167 BOT CHORD 13-14=0/745, 11-13=0/1447, 10-11=-96/3680, 8-10=-96/3680 WEBS 2-14=-54/519, 3-14=-1065/147, 3-13=-58/688, 4-13=-2/458, 5-13=-1051/168, 5-11=-93/2641, 6-11=-1656/137, 7-11=-844/102, 1-14=-56/819 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) 0-1-12 to 6-11-0, Exterior(2R) 6-11-0 to 13-8-3, Interior(1) 13-8-3 to 24-1-6, Exterior(2E) 24-1-6 to 29-5-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T15 Truss Type Roof Special Qty 4 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370062 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-tA6xQ2fQMglkQPnRZmPpAPclPH5nFZlkEKXRh5zhuWR Scale = 1:68.8 1 2 3 4 5 6 7 12 11 10 98 13 14 15 16 17 4x6 4x6 6x10 2x4 5x12 WB4x8 5x12 8x10 3x4 2x4 3x12 5-9-0 5-9-0 16-7-0 10-10-0 21-10-5 5-3-5 28-2-8 6-4-3 5-9-0 5-9-0 11-2-0 5-5-0 16-7-0 5-5-0 21-10-5 5-3-5 28-2-8 6-4-3 29-5-0 1-2-8 7-0-83-2-1211-4-40-3-149.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.78 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.95 0.07 0.16 (loc) 9-11 9-11 6 8-9 l/defl >632 >352 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,3-9: 2x4 SPF No.2, 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 1-12 REACTIONS.(lb/size) 12=1115/0-3-8, 6=1200/0-3-8 Max Horz 12=-249(LC 11) Max Uplift 12=-35(LC 11), 6=-27(LC 11) Max Grav 12=1270(LC 18), 6=1286(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-769/130, 2-3=-780/145, 3-4=-3853/194, 4-5=-3111/82, 5-6=-3861/142, 1-12=-1210/139 BOT CHORD 9-11=0/1189, 8-9=-85/3702, 6-8=-85/3702 WEBS 2-11=-17/593, 3-11=-1035/189, 3-9=-88/3012, 4-9=-1762/149, 5-9=-787/124, 1-11=-16/881 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) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 11-2-0, Interior(1) 11-2-0 to 24-1-6, Exterior(2E) 24-1-6 to 29-5-0 zone; end vertical 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) 12, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370063 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-LMfJdOg37ztb2YMd7Tw2ic84UhTu_9ZtT_G?EXzhuWQ Scale = 1:47.5 1 2 3 4 5 6 7 8 9 10 19 20 4x6 4x10 4x6 5x8 2x4 2x4 4x10 4x6 9-1-4 9-1-4 18-2-8 9-1-4 -1-2-8 1-2-8 4-7-14 4-7-14 9-1-4 4-5-6 13-6-10 4-5-6 18-2-8 4-7-14 19-5-0 1-2-8 0-10-147-8-130-10-149.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [8:0-6-8,Edge], [10:0-4-0,0-3-4] 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-AS 0.23 0.59 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.02 0.01 (loc) 10-17 10-17 8 10-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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) 2=801/0-3-8, 8=801/0-3-8 Max Horz 2=139(LC 9) Max Uplift 2=-6(LC 10), 8=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-837/62, 4-5=-665/77, 5-6=-665/77, 6-8=-837/62 BOT CHORD 2-10=-33/631, 8-10=0/614 WEBS 5-10=-3/478 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 4-1-2, Exterior(2R) 4-1-2 to 14-1-6, Exterior(2E) 14-1-6 to 19-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T18 Truss Type Common Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370064 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-pYDirkhhuH?SfixqgBRHFphF95p4jbh1ie0Ym_zhuWP Scale = 1:47.5 1 2 3 4 5 6 7 8 9 18 19 4x10 4x6 5x8 4x6 2x4 2x4 4x10 4x6 9-1-4 9-1-4 18-2-8 9-1-4 4-7-14 4-7-14 9-1-4 4-5-6 13-6-10 4-5-6 18-2-8 4-7-14 19-5-0 1-2-8 0-10-147-8-130-10-149.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-6-8,Edge], [9:0-4-0,0-3-4] 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-AS 0.23 0.60 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.02 0.02 (loc) 9-12 9-12 7 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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=726/0-3-8, 7=803/0-3-8 Max Horz 1=-134(LC 6) Max Uplift 7=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-844/60, 3-4=-670/76, 4-5=-669/75, 5-7=-841/60 BOT CHORD 1-9=-34/640, 7-9=0/617 WEBS 4-9=-2/481 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 5-3-10, Exterior(2R) 5-3-10 to 14-1-6, Exterior(2E) 14-1-6 to 19-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370065 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-Hkn424iJfb7JHsV0EuyWn1ELkUAmSzCAwIl5IQzhuWO Scale: 1/4"=1' 1 2 3 4 5 6 10 9 8 7 15 3x4 4x8 6x6 5x6 4x10 4x6 3x4 3x6 3x8 2x4 6-6-0 6-6-0 11-5-12 4-11-12 20-7-0 9-1-4 6-6-0 6-6-0 11-5-12 4-11-12 15-11-2 4-5-6 20-7-0 4-7-14 3-9-127-8-130-10-143-9-129.00 12 Plate Offsets (X,Y)-- [6:0-6-8,Edge], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.57 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.02 0.03 (loc) 7-13 7-13 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 10=817/0-3-8, 6=817/0-3-8 Max Horz 10=-130(LC 11) Max Uplift 10=-9(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-751/44, 1-2=-1054/18, 2-3=-828/67, 3-4=-807/71, 4-6=-977/54 BOT CHORD 7-9=-1/1067, 6-7=0/724 WEBS 1-9=-22/1153, 2-9=-465/78, 2-7=-599/66, 3-7=0/605 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) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-6-0, Exterior(2R) 6-6-0 to 15-3-6, Exterior(2E) 15-3-6 to 20-7-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 7) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370066 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-D7vqTmjZACN1WAfPMJ__tSJcDIn8wrKTOcECNIzhuWM Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x6 5x6 6x8 5x6 5x12 6x6 2x4 2x4 3x6 6x8 4x8 4x6 4x6 1-5-4 1-5-4 11-5-12 10-0-8 18-2-13 6-9-1 20-7-0 2-4-3 1-5-4 1-5-4 9-7-6 8-2-2 11-5-12 1-10-6 18-2-13 6-9-1 19-8-7 1-5-10 20-7-0 0-10-9 5-3-26-1-122-5-127-8-132-0-26-1-129.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-0] 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 0.88 0.89 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.51 0.02 0.02 (loc) 10-12 10-12 8 10-12 l/defl >826 >480 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12 REACTIONS.(lb/size) 13=812/0-3-8, 8=812/0-3-8 Max Horz 13=-119(LC 11) Max Uplift 13=-18(LC 10) Max Grav 13=892(LC 2), 8=883(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/19, 3-4=-890/74, 4-5=-927/35, 5-6=-861/20, 1-13=-1125/0 BOT CHORD 10-12=0/801, 9-10=-5/819, 8-9=0/275 WEBS 2-12=-290/112, 3-12=-691/56, 3-10=-469/107, 4-10=0/812, 5-9=-724/70, 6-9=-21/1023, 1-12=0/1068, 6-8=-824/0 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) 0-1-12 to 1-5-4, Exterior(2R) 1-5-4 to 6-8-13, Interior(1) 6-8-13 to 9-7-6, Exterior(2R) 9-7-6 to 16-9-6, Interior(1) 16-9-6 to 18-2-13, Exterior(2R) 18-2-13 to 19-8-7, Exterior(2E) 19-8-7 to 20-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370067 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-hJTCg5kBxWVu8KEbv0WDPfstciFffIJcdF_mvlzhuWL Scale = 1:50.0 1 2 3 4 5 6 12 11 10 98 713 6x6 5x8 5x12 6x6 2x4 2x4 3x4 4x6 3x8 3x4 4x6 3x6 2-0-8 2-0-8 7-11-14 5-11-6 12-10-8 4-10-11 18-2-8 5-4-0 2-0-8 2-0-8 7-11-14 5-11-6 12-10-8 4-10-11 14-4-3 1-5-10 18-2-8 3-10-5 7-0-88-4-94-8-98-6-142-0-28-4-99.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-2-0] 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 0.46 0.36 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.01 (loc) 9-11 9-11 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-12,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 1-12 REACTIONS.(lb/size) 12=717/0-3-8, 7=717/0-3-8 Max Horz 12=-157(LC 11) Max Uplift 12=-3(LC 11) Max Grav 12=800(LC 2), 7=770(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/53, 3-4=-605/31, 4-5=-668/11, 1-12=-819/24 BOT CHORD 9-11=-18/250, 8-9=0/660, 7-8=0/504 WEBS 2-11=-496/75, 2-9=-52/461, 4-9=-322/84, 4-8=-303/14, 5-8=0/493, 1-11=-12/699, 5-7=-719/0 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) 0-1-12 to 2-0-8, Exterior(2R) 2-0-8 to 7-11-14, Exterior(2E) 7-11-14 to 12-10-8, Exterior(2R) 12-10-8 to 14-4-3, Exterior(2E) 14-4-3 to 18-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T22 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370068 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-hJTCg5kBxWVu8KEbv0WDPfswniH1fQDcdF_mvlzhuWL Scale = 1:31.3 1 2 3 4 6 5 4x6 2x4 2x4 3x6 4x8 4-10-8 4-10-8 -1-2-8 1-2-8 3-7-1 3-7-1 4-10-8 1-3-7 1-5-95-5-155-7-135-2-70-3-85-5-1514.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [5:Edge,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-P 0.26 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 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* 3-5,2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=268/0-3-8, 5=176/0-1-8 Max Horz 6=137(LC 10) Max Uplift 5=-82(LC 10) Max Grav 6=268(LC 1), 5=177(LC 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 Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T23 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370069 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-AW1buRlpipdlmTpnTk1SytO1Y6YXOnnmrvjJRBzhuWK Scale = 1:66.6 1 2 3 4 5 6 9 8 7 10 11 12 3x6 5x8 4x8 2x4 3x4 3x4 4x6 6-3-0 6-3-0 13-7-8 7-4-8 -1-2-8 1-2-8 6-3-0 6-3-0 13-2-4 6-11-4 13-7-8 0-5-4 1-10-1411-7-411-9-911-7-49.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-4-15,Edge], [6:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.51 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 -0.01 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 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* 6-7,5-7: 2x4 SPF No.2, 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 5-7 REACTIONS.(lb/size) 7=529/Mechanical, 9=619/0-3-8 Max Horz 9=279(LC 10) Max Uplift 7=-157(LC 10) Max Grav 7=670(LC 17), 9=674(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-558/0, 2-9=-594/0 BOT CHORD 8-9=-326/203, 7-8=-129/443 WEBS 3-8=0/302, 3-7=-563/161, 5-7=-395/245, 2-8=0/385 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 4-1-2, Interior(1) 4-1-2 to 5-8-4, Exterior(2R) 5-8-4 to 13-2-4, Exterior(2E) 13-2-4 to 13-5-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=157. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss T24 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370070 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-eiaz5nlST7lcNdOz1RYhU4xELVwL7H3v4ZTs_dzhuWJ Scale = 1:47.4 1 2 3 4 6 5 4x6 2x4 2x4 3x6 4x8 6-0-0 6-0-0 -1-2-8 1-2-8 4-8-9 4-8-9 6-0-0 1-3-7 2-5-97-9-117-11-97-6-30-3-87-9-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [5:Edge,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 0.44 0.35 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >610 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 38 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* 3-5,2-5: 2x3 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=310/0-3-8, 5=223/0-1-8 Max Horz 6=164(LC 10) Max Uplift 5=-138(LC 10) Max Grav 6=310(LC 1), 5=243(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-255/6 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 4-1-2, Exterior(2R) 4-1-2 to 4-8-9, Exterior(2E) 4-8-9 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=138. 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. February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370071 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-6u8LJ7m4ERtT?nzAb93w1IUGEv8osdQ3JDCQW4zhuWI Scale: 3/16"=1' 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 5x8 5x12 3x12 5x12 5x12 3x12 12x12 5x12 6x10 6x16 6x10 6x16 2-2-0 2-2-0 7-5-8 5-3-8 12-9-0 5-3-8 14-5-8 1-8-8 14-11-0 0-5-8 -1-2-8 1-2-8 2-2-0 2-2-0 7-5-8 5-3-8 12-9-0 5-3-8 14-11-0 2-2-0 1-5-910-1-151-5-91-0-014.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0], [4:Edge,0-2-8], [6:0-6-0,0-2-0], [10:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.85 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.09 0.06 (loc) 9-10 9-10 7 10 l/defl >999 >886 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-13,7-8: 2x6 SP 2400F 2.0E, 9-11: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF 2100F 1.8E, 2-13,6-7: 2x6 SPF No.2 2-11,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=4697/0-3-8, 7=7961/0-3-8 Max Horz 13=212(LC 26) Max Uplift 13=-908(LC 9) Max Grav 13=4749(LC 2), 7=8517(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5202/1096, 3-4=-6028/1124, 4-5=-6026/1139, 5-6=-9214/45, 2-13=-4536/943, 6-7=-7893/27 BOT CHORD 12-13=-10/342, 3-11=-955/47, 10-11=-865/3394, 9-10=-18/6214, 8-9=0/1557, 5-9=0/3324 WEBS 4-10=-1607/8720, 5-10=-2537/0, 3-10=-210/597, 11-13=-404/96, 7-9=0/415, 2-11=-719/3353, 6-9=-45/5792 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 10-5 2x4 - 1 row at 0-9-0 oc, member 10-3 2x4 - 1 row at 0-9-0 oc, member 13-11 2x4 - 1 row at 0-9-0 oc, member 7-9 2x4 - 1 row at 0-9-0 oc, member 11-2 2x4 - 1 row at 0-9-0 oc, member 9-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=908. 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. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370071 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-6u8LJ7m4ERtT?nzAb93w1IUGEv8osdQ3JDCQW4zhuWI NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5237 lb down and 2668 lb up at 7-5-8, 2379 lb down at 9-4-12, and 2369 lb down at 11-4-12, and 2337 lb down at 13-4-12 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, 4-6=-60, 12-13=-20, 9-11=-20, 7-8=-20 Concentrated Loads (lb) Vert: 10=-5237(B) 14=-2067(B) 15=-2067(B) 16=-2045(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370072 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-a5ijWTni?k?JdxYM8sa9ZV0UxJcAb4LCXtyz2WzhuWH Scale = 1:61.1 1 2 3 4 5 9 87 610 11 5x6 4x6 4x6 2x4 4x10 10x10 4x8 6x8 5-5-8 5-5-8 7-5-8 2-0-0 14-11-0 7-5-8 5-5-8 5-5-8 7-5-8 2-0-0 14-11-0 7-5-8 16-1-8 1-2-8 1-5-910-1-151-5-914.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:Edge,0-1-5], [8:0-3-8,0-5-0] 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 0.76 0.33 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.00 0.03 (loc) 8-9 8-9 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 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 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=3285/0-3-8, 6=1717/0-3-8 Max Horz 9=-210(LC 6) Max Uplift 6=-141(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2619/279, 2-3=-1620/303, 3-4=-1785/257, 1-9=-2339/230, 4-6=-1666/182 BOT CHORD 8-9=-149/496, 7-8=-172/1622, 6-7=-188/279 WEBS 2-8=-155/2676, 2-7=-2252/293, 3-7=-379/2174, 1-8=-189/1290, 4-7=-285/940 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; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=141. 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) 838 lb down at 1-4-12, and 838 lb down at 3-4-12, and 2246 lb down and 581 lb up at 5-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370072 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-a5ijWTni?k?JdxYM8sa9ZV0UxJcAb4LCXtyz2WzhuWH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-2246(B) 10=-752(B) 11=-752(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370073 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_gOs8VpaIfOuUOGxq_8sB8e3tWUOoOWeErAdfrzhuWE Scale = 1:91.0 1 2 3 4 567891011 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 10x10 3x4 4x6 8x8 4x10 8x16 3x4 5x8 5x8 8x8 6x8 4x8 2x4 4x8 4x6 5x6 5x6 8x8 4x6 4x6 4x6 10-5-0 10-5-0 18-9-10 8-4-10 27-0-9 8-2-14 35-3-7 8-2-14 43-6-6 8-2-14 51-11-0 8-4-10 5-4-4 5-4-4 10-5-0 5-0-12 18-9-10 8-4-10 27-0-9 8-2-14 35-3-7 8-2-14 43-6-6 8-2-14 51-11-0 8-4-10 8-9-149-9-141-0-0Plate Offsets (X,Y)-- [12:Edge,0-3-8], [13:0-3-8,0-4-0], [18:0-3-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 1.00 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.53 0.11 (loc) 20-21 20-21 12 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 744 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 3-19: 2x4 SPF No.2, 14-17: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-21: 2x4 SPF-S Stud, 11-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (5-7-2 max.): 1-11, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-5-3 oc bracing: 16-18 8-7-14 oc bracing: 15-16. 1 Row at midpt 3-20 WEBS 1 Row at midpt 1-21, 11-12, 2-21, 5-20, 9-15, 9-13, 11-13 REACTIONS.(lb/size) 21=5257/Mechanical, 12=5220/0-3-8 Max Uplift 21=-2648(LC 4), 12=-2619(LC 4) Max Grav 21=5452(LC 31), 12=5464(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5593/2743, 3-5=-5556/2725, 5-6=-7759/3794, 6-8=-7759/3794, 8-9=-6783/3309, 9-11=-4272/2080, 11-12=-4962/2413 BOT CHORD 20-21=-1404/2866, 19-20=-309/615, 3-20=-397/113, 16-18=-3521/7190, 15-16=-3309/6783, 13-15=-2080/4272 WEBS 2-21=-5364/2627, 2-20=-2534/5160, 18-20=-3471/7118, 5-20=-2328/1135, 5-18=-399/701, 5-16=-414/862, 6-16=-487/134, 8-16=-735/1478, 8-15=-1570/683, 9-15=-1860/3801, 9-13=-3283/1537, 11-13=-3134/6434 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) 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 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=2648, 12=2619. 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) Load case(s) 2, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370073 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_gOs8VpaIfOuUOGxq_8sB8e3tWUOoOWeErAdfrzhuWE NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 277 lb down and 210 lb up at 1-9-12, 277 lb down and 210 lb up at 3-9-12, 277 lb down and 210 lb up at 5-9-12, 277 lb down and 210 lb up at 7-9-12, 277 lb down and 210 lb up at 9-9-12, 277 lb down and 210 lb up at 11-9-12, 277 lb down and 210 lb up at 13-9-12, 277 lb down and 210 lb up at 15-9-12, 277 lb down and 210 lb up at 17-9-12, 277 lb down and 210 lb up at 19-9-12, 277 lb down and 210 lb up at 21-9-12, 277 lb down and 210 lb up at 23-9-12, 277 lb down and 210 lb up at 25-9-12, 277 lb down and 210 lb up at 27-9-12, 277 lb down and 210 lb up at 29-9-12, 277 lb down and 210 lb up at 31-9-12, 277 lb down and 210 lb up at 33-9-12, 277 lb down and 210 lb up at 35-9-12, 277 lb down and 210 lb up at 37-9-12, 277 lb down and 210 lb up at 39-9-12, 277 lb down and 210 lb up at 41-9-12, 277 lb down and 210 lb up at 43-9-12, 277 lb down and 210 lb up at 45-9-12, and 277 lb down and 210 lb up at 47-9-12, and 277 lb down and 210 lb up at 49-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=-254 13=-254 14=-254 22=-254 24=-254 25=-254 26=-254 27=-254 28=-254 29=-254 30=-254 31=-254 32=-254 33=-254 34=-254 35=-254 36=-254 38=-254 39=-254 40=-254 42=-254 43=-254 44=-254 46=-254 47=-254 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-50, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=-220 13=-220 14=-220 22=-220 24=-220 25=-220 26=-220 27=-220 28=-220 29=-220 30=-220 31=-220 32=-220 33=-220 34=-220 35=-220 36=-220 38=-220 39=-220 40=-220 42=-220 43=-220 44=-220 46=-220 47=-220 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=210 13=210 14=210 22=210 24=210 25=210 26=210 27=210 28=210 29=210 30=210 31=210 32=210 33=210 34=210 35=210 36=210 38=210 39=210 40=210 42=210 43=210 44=210 46=210 47=210 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=210 13=210 14=210 22=210 24=210 25=210 26=210 27=210 28=210 29=210 30=210 31=210 32=210 33=210 34=210 35=210 36=210 38=210 39=210 40=210 42=210 43=210 44=210 46=210 47=210 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=202 13=202 14=202 22=202 24=202 25=202 26=202 27=202 28=202 29=202 30=202 31=202 32=202 33=202 34=202 35=202 36=202 38=202 39=202 40=202 42=202 43=202 44=202 46=202 47=202 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=210 13=210 14=210 22=210 24=210 25=210 26=210 27=210 28=210 29=210 30=210 31=210 32=210 33=210 34=210 35=210 36=210 38=210 39=210 40=210 42=210 43=210 44=210 46=210 47=210 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370073 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:15 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_gOs8VpaIfOuUOGxq_8sB8e3tWUOoOWeErAdfrzhuWE LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=210 13=210 14=210 22=210 24=210 25=210 26=210 27=210 28=210 29=210 30=210 31=210 32=210 33=210 34=210 35=210 36=210 38=210 39=210 40=210 42=210 43=210 44=210 46=210 47=210 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=-20, 21-23=-40, 23-26=-60, 20-26=-40, 18-19=-40, 18-33=-60, 33-37=-40, 15-37=-60, 15-41=-40, 13-41=-60, 13-45=-40, 12-45=-60 Concentrated Loads (lb) Vert: 17=-118 13=-118 14=-118 22=-118 24=-118 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-118 32=-118 33=-118 34=-118 35=-118 36=-118 38=-118 39=-118 40=-118 42=-118 43=-118 44=-118 46=-118 47=-118 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=142 13=142 14=142 22=142 24=142 25=142 26=142 27=142 28=142 29=142 30=142 31=142 32=142 33=142 34=142 35=142 36=142 38=142 39=142 40=142 42=142 43=142 44=142 46=142 47=142 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=142 13=142 14=142 22=142 24=142 25=142 26=142 27=142 28=142 29=142 30=142 31=142 32=142 33=142 34=142 35=142 36=142 38=142 39=142 40=142 42=142 43=142 44=142 46=142 47=142 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=142 13=142 14=142 22=142 24=142 25=142 26=142 27=142 28=142 29=142 30=142 31=142 32=142 33=142 34=142 35=142 36=142 38=142 39=142 40=142 42=142 43=142 44=142 46=142 47=142 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=142 13=142 14=142 22=142 24=142 25=142 26=142 27=142 28=142 29=142 30=142 31=142 32=142 33=142 34=142 35=142 36=142 38=142 39=142 40=142 42=142 43=142 44=142 46=142 47=142 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=-229 13=-229 14=-229 22=-229 24=-229 25=-229 26=-229 27=-229 28=-229 29=-229 30=-229 31=-229 32=-229 33=-229 34=-229 35=-229 36=-229 38=-229 39=-229 40=-229 42=-229 43=-229 44=-229 46=-229 47=-229 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=-229 13=-229 14=-229 22=-229 24=-229 25=-229 26=-229 27=-229 28=-229 29=-229 30=-229 31=-229 32=-229 33=-229 34=-229 35=-229 36=-229 38=-229 39=-229 40=-229 42=-229 43=-229 44=-229 46=-229 47=-229 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370073 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:15 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-_gOs8VpaIfOuUOGxq_8sB8e3tWUOoOWeErAdfrzhuWE LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=16, 20-21=-12, 12-19=-12 Concentrated Loads (lb) Vert: 17=-237 13=-237 14=-237 22=-237 24=-237 25=-237 26=-237 27=-237 28=-237 29=-237 30=-237 31=-237 32=-237 33=-237 34=-237 35=-237 36=-237 38=-237 39=-237 40=-237 42=-237 43=-237 44=-237 46=-237 47=-237 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=-229 13=-229 14=-229 22=-229 24=-229 25=-229 26=-229 27=-229 28=-229 29=-229 30=-229 31=-229 32=-229 33=-229 34=-229 35=-229 36=-229 38=-229 39=-229 40=-229 42=-229 43=-229 44=-229 46=-229 47=-229 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 20-21=-20, 12-19=-20 Concentrated Loads (lb) Vert: 17=-229 13=-229 14=-229 22=-229 24=-229 25=-229 26=-229 27=-229 28=-229 29=-229 30=-229 31=-229 32=-229 33=-229 34=-229 35=-229 36=-229 38=-229 39=-229 40=-229 42=-229 43=-229 44=-229 46=-229 47=-229 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=-277 13=-277 14=-277 22=-277 24=-277 25=-277 26=-277 27=-277 28=-277 29=-277 30=-277 31=-277 32=-277 33=-277 34=-277 35=-277 36=-277 38=-277 39=-277 40=-277 42=-277 43=-277 44=-277 46=-277 47=-277 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=-277 13=-277 14=-277 22=-277 24=-277 25=-277 26=-277 27=-277 28=-277 29=-277 30=-277 31=-277 32=-277 33=-277 34=-277 35=-277 36=-277 38=-277 39=-277 40=-277 42=-277 43=-277 44=-277 46=-277 47=-277 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=-277 13=-277 14=-277 22=-277 24=-277 25=-277 26=-277 27=-277 28=-277 29=-277 30=-277 31=-277 32=-277 33=-277 34=-277 35=-277 36=-277 38=-277 39=-277 40=-277 42=-277 43=-277 44=-277 46=-277 47=-277 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-35, 21-23=-35, 23-26=-50, 20-26=-35, 18-19=-35, 18-33=-50, 33-37=-35, 15-37=-50, 15-41=-35, 13-41=-50, 13-45=-35, 12-45=-50 Concentrated Loads (lb) Vert: 17=-277 13=-277 14=-277 22=-277 24=-277 25=-277 26=-277 27=-277 28=-277 29=-277 30=-277 31=-277 32=-277 33=-277 34=-277 35=-277 36=-277 38=-277 39=-277 40=-277 42=-277 43=-277 44=-277 46=-277 47=-277 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370074 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-x2WcZArrqHecjiQKxPAKGZjSuKNyGO5xh9fkjjzhuWC Scale = 1:72.4 1 2 3 45 11 10 9 87 612 13 14 15 16 17 18 19 4x6 6x6 3x6 3x6 6x8 3x6 4x6 4x6 5x8 4x6 4x6 6-1-3 6-1-3 11-10-13 5-9-11 15-3-2 3-4-5 19-4-0 4-0-14 6-1-3 6-1-3 11-10-13 5-9-11 15-3-2 3-4-5 19-4-0 4-0-14 4-10-89-10-012-1-1412-4-312-1-145.00 12 9.00 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 0.30 0.10 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.04 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 342 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-10,1-11,1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 6=2309/Mechanical, 11=2266/Mechanical Max Horz 11=204(LC 8) Max Uplift 6=-885(LC 8), 11=-561(LC 8) Max Grav 6=2357(LC 31), 11=2281(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1706/440, 2-3=-1362/365, 3-4=-821/261, 4-5=-629/235, 5-6=-2022/732, 1-11=-1902/470 BOT CHORD 8-10=-566/1513, 7-8=-416/1168 WEBS 2-10=-201/307, 2-8=-520/227, 3-8=-412/1307, 3-7=-1573/525, 4-7=-162/316, 5-7=-757/2029, 1-10=-443/1895 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=885, 11=561. 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) Load case(s) 2, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370074 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-x2WcZArrqHecjiQKxPAKGZjSuKNyGO5xh9fkjjzhuWC NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 140 lb up at 1-9-12, 340 lb down and 140 lb up at 3-9-12, 340 lb down and 140 lb up at 5-9-12, 340 lb down and 140 lb up at 7-9-12, 340 lb down and 140 lb up at 9-9-12, 340 lb down and 140 lb up at 11-9-12, 340 lb down and 140 lb up at 13-9-12, and 360 lb down and 253 lb up at 15-9-12, and 360 lb down and 253 lb up at 17-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-340 10=-340 8=-340 12=-340 13=-340 15=-340 16=-340 17=-336 19=-336 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 4-5=-50, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Concentrated Loads (lb) Vert: 9=-295 10=-295 8=-295 12=-295 13=-295 15=-295 16=-295 17=-291 19=-291 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-5=16, 6-11=-12 Horz: 1-3=-20, 3-4=2, 4-5=28 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-5=16, 6-11=-12 Horz: 1-3=-19, 3-4=-16, 4-5=28 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 6-11=-20 Horz: 1-3=-12, 3-4=10, 4-5=20 Concentrated Loads (lb) Vert: 9=140 10=140 8=140 12=140 13=140 15=140 16=140 17=253 19=253 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 6-11=-20 Horz: 1-3=-11, 3-4=-8, 4-5=20 Concentrated Loads (lb) Vert: 9=140 10=140 8=140 12=140 13=140 15=140 16=140 17=253 19=253 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-11=-12 Horz: 1-3=-28, 3-4=-28, 4-5=16 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-11=-12 Horz: 1-3=-16, 3-4=-16, 4-5=16 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-11=-12 Horz: 1-3=-28, 3-4=-28, 4-5=16 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-11=-12 Horz: 1-3=-16, 3-4=-16, 4-5=16 Concentrated Loads (lb) Vert: 9=132 10=132 8=132 12=132 13=132 15=132 16=132 17=245 19=245 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-5=-12, 6-11=-20 Horz: 1-3=-20, 3-4=-20, 4-5=8 Concentrated Loads (lb) Vert: 9=140 10=140 8=140 12=140 13=140 15=140 16=140 17=253 19=253 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 6-11=-20 Horz: 1-3=-8, 3-4=-8, 4-5=8 Concentrated Loads (lb) Vert: 9=140 10=140 8=140 12=140 13=140 15=140 16=140 17=253 19=253 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370074 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:17 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-x2WcZArrqHecjiQKxPAKGZjSuKNyGO5xh9fkjjzhuWC LOAD CASE(S) Standard Except: 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 4-5=-20, 10-11=-40, 10-14=-60, 14-18=-40, 6-18=-60 Concentrated Loads (lb) Vert: 9=-159 10=-159 8=-159 12=-159 13=-159 15=-159 16=-159 17=-159 19=-159 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-5=-35, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-9, 3-4=8, 4-5=15 Concentrated Loads (lb) Vert: 9=83 10=83 8=83 12=83 13=83 15=83 16=83 17=168 19=168 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-35, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-8, 3-4=-6, 4-5=15 Concentrated Loads (lb) Vert: 9=83 10=83 8=83 12=83 13=83 15=83 16=83 17=168 19=168 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-5=-44, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-15, 3-4=-15, 4-5=6 Concentrated Loads (lb) Vert: 9=83 10=83 8=83 12=83 13=83 15=83 16=83 17=168 19=168 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-6, 3-4=-6, 4-5=6 Concentrated Loads (lb) Vert: 9=83 10=83 8=83 12=83 13=83 15=83 16=83 17=168 19=168 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-4=-17, 4-5=-12, 6-11=-12 Horz: 1-3=3, 3-4=5 Concentrated Loads (lb) Vert: 9=100 10=100 8=100 12=100 13=100 15=100 16=100 17=195 19=195 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-14, 4-5=16, 6-11=-12 Horz: 1-3=-20, 3-4=2, 4-5=28 Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=7, 3-4=4, 4-5=16, 6-11=-12 Horz: 1-3=-19, 3-4=-16, 4-5=28 Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-8, 3-4=-30, 6-11=-20 Horz: 1-3=-12, 3-4=10, 4-5=20 Concentrated Loads (lb) Vert: 9=-256 10=-256 8=-256 12=-256 13=-256 15=-256 16=-256 17=-295 19=-295 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-12, 6-11=-20 Horz: 1-3=-11, 3-4=-8, 4-5=20 Concentrated Loads (lb) Vert: 9=-256 10=-256 8=-256 12=-256 13=-256 15=-256 16=-256 17=-295 19=-295 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-11=-12 Horz: 1-3=-28, 3-4=-28, 4-5=16 Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-11=-12 Horz: 1-3=-16, 3-4=-16, 4-5=16 Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-5=4, 6-11=-12 Horz: 1-3=-28, 3-4=-28, 4-5=16 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370074 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:17 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-x2WcZArrqHecjiQKxPAKGZjSuKNyGO5xh9fkjjzhuWC LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-5=4, 6-11=-12 Horz: 1-3=-16, 3-4=-16, 4-5=16 Concentrated Loads (lb) Vert: 9=-264 10=-264 8=-264 12=-264 13=-264 15=-264 16=-264 17=-303 19=-303 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-5=-12, 6-11=-20 Horz: 1-3=-20, 3-4=-20, 4-5=8 Concentrated Loads (lb) Vert: 9=-256 10=-256 8=-256 12=-256 13=-256 15=-256 16=-256 17=-295 19=-295 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 4-5=-12, 6-11=-20 Horz: 1-3=-8, 3-4=-8, 4-5=8 Concentrated Loads (lb) Vert: 9=-256 10=-256 8=-256 12=-256 13=-256 15=-256 16=-256 17=-295 19=-295 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-41, 3-4=-58, 4-5=-35, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-9, 3-4=8, 4-5=15 Concentrated Loads (lb) Vert: 9=-334 10=-334 8=-334 12=-334 13=-334 15=-334 16=-334 17=-360 19=-360 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-44, 4-5=-35, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-8, 3-4=-6, 4-5=15 Concentrated Loads (lb) Vert: 9=-334 10=-334 8=-334 12=-334 13=-334 15=-334 16=-334 17=-360 19=-360 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-5=-44, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-15, 3-4=-15, 4-5=6 Concentrated Loads (lb) Vert: 9=-334 10=-334 8=-334 12=-334 13=-334 15=-334 16=-334 17=-360 19=-360 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 10-11=-35, 10-14=-50, 14-18=-35, 6-18=-50 Horz: 1-3=-6, 3-4=-6, 4-5=6 Concentrated Loads (lb) Vert: 9=-334 10=-334 8=-334 12=-334 13=-334 15=-334 16=-334 17=-360 19=-360 35) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-4=-17, 4-5=-12, 6-11=-12 Horz: 1-3=3, 3-4=5 Concentrated Loads (lb) Vert: 9=-232 10=-232 8=-232 12=-232 13=-232 15=-232 16=-232 17=-253 19=-253 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370075 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-PF3_nWsTbamTLs?WV7hZpmGb8kdW?xL5wpPHGAzhuWB Scale = 1:41.6 1 2 3 4 5 6 7 8 11 10 9 12 13 14 4x8 4x6 3x8 3x4 3x4 4x6 2x4 3x6 3x8 3x4 3x4 8-3-14 8-3-14 9-10-10 1-6-12 18-2-8 8-3-14 -1-2-8 1-2-8 8-3-14 8-3-14 9-10-10 1-6-12 18-2-8 8-3-14 19-5-0 1-2-8 0-10-147-1-130-10-147-1-139.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-6-0,0-2-0], [5:0-4-0,0-2-0], [7:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.46 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.06 (loc) 2-10 2-10 7 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 5-3-1, Right 2x4 SPF-S Stud 5-3-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1312/0-3-8, 7=1307/0-3-8 Max Horz 2=-129(LC 6) Max Uplift 2=-357(LC 8), 7=-353(LC 9) Max Grav 2=1428(LC 35), 7=1422(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1583/501, 4-5=-1185/447, 5-7=-1585/500 BOT CHORD 2-10=-326/1199, 9-10=-331/1212, 7-9=-305/1179 WEBS 4-10=-260/634, 4-9=-188/280, 5-9=-316/733 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; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=357, 7=353. 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) 202 lb down and 114 lb up at 4-4-10, 156 lb down and 102 lb up at 6-4-10, 174 lb down and 158 lb up at 8-4-10, 174 lb down and 158 lb up at 9-9-14, and 156 lb down and 102 lb up at 11-9-14, and 202 lb down and 114 lb up at 13-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370075 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-tRdN_ss5MuuKz0ai3qCoM_pmu8zlkObE8T8roczhuWA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 11=-156 10=-151 9=-151 12=-202(F) 13=-156 14=-202(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG06 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370076 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-tRdN_ss5MuuKz0ai3qCoM_pqq84CkPLE8T8roczhuWA Scale = 1:23.7 1 2 34 7 65 8 9 5x6 2x4 4x6 2x4 3x4 3x6 2-3-10 2-3-10 4-10-8 2-6-14 -1-2-8 1-2-8 2-3-10 2-3-10 4-10-8 2-6-14 1-5-93-11-154-1-133-11-1514.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] 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-P 0.14 0.05 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=218/Mechanical, 7=309/0-3-8 Max Horz 7=116(LC 7) Max Uplift 5=-94(LC 5), 7=-52(LC 8) Max Grav 5=230(LC 35), 7=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-290/57 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 66 lb up at 2-3-10, and 84 lb down and 74 lb up at 2-11-4 on top chord, and 38 lb down and 24 lb up at 2-3-10, and 38 lb down at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-9(F) 8=-46(F) 9=-25(F) February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370077 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ppl7PYuLtV82CJk5AFEGRPu45xd4CHeXcndysUzhuW8 Scale = 1:53.2 1 2 3 45 8 7 691011 12 6x6 2x4 4x6 4x8 3x6 3x4 4x8 10-0-14 10-0-14 13-7-8 3-6-10 -1-2-8 1-2-8 5-2-3 5-2-3 10-0-14 4-10-11 13-7-8 3-6-10 1-10-149-3-49-5-99-3-49.00 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 0.54 0.60 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 0.00 (loc) 7-8 7-8 6 l/defl >999 >734 n/a L/d 240 240 n/a PLATES MT20 Weight: 179 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* 3-7,2-8,3-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 6=1171/Mechanical, 8=1004/0-3-8 Max Horz 8=253(LC 28) Max Uplift 6=-627(LC 5), 8=-284(LC 8) Max Grav 6=1312(LC 35), 8=1075(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-396/187, 3-4=-740/316, 4-5=-527/288, 5-6=-1458/643, 2-8=-408/155 BOT CHORD 7-8=-313/658 WEBS 4-7=-196/291, 5-7=-662/1496, 3-8=-579/170 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; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) except (jt=lb) 6=627, 8=284. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 287 lb up at 6-1-10, 203 lb down and 158 lb up at 8-1-10, and 237 lb down and 218 lb up at 10-1-10, and 237 lb down and 218 lb up at 12-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 213 Bridgemont Job Reference (optional) I40370077 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:21 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-ppl7PYuLtV82CJk5AFEGRPu45xd4CHeXcndysUzhuW8 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, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 7=-199 10=-427(B) 11=-203 12=-199 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370078 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-H0JVcuvzepGvqTJHkymVzcRL0L3YxicgrRNVPxzhuW7 Scale = 1:38.7 1 2 34 7 6 5 8 5x6 2x4 4x6 2x4 3x4 3x6 3-5-2 3-5-2 6-0-0 2-6-14 -1-2-8 1-2-8 3-5-2 3-5-2 6-0-0 2-6-14 2-5-96-3-116-5-96-3-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] 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 0.14 0.13 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=447/Mechanical, 7=456/0-3-8 Max Horz 7=123(LC 8) Max Uplift 5=-267(LC 8), 7=-81(LC 8) Max Grav 5=474(LC 35), 7=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/110, 2-7=-429/93 WEBS 3-6=-274/380, 3-5=-373/254 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=267. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 lb down and 241 lb up at 3-5-2, and 202 lb down and 114 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-163 8=-202 February 24,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000142 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 213 Bridgemont Job Reference (optional) I40370079 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Feb 24 14:56:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6soHvpVrzPcmI?IZXboxwKyqWwI-H0JVcuvzepGvqTJHkymVzcRNRL58xnFgrRNVPxzhuW7 Scale = 1:12.9 1 2 3 2x4 2x4 2x4 1-8-8 1-8-8 0-0-41-11-1414.00 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 0.05 0.03 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=51/1-8-4, 3=51/1-8-4 Max Horz 1=41(LC 7) Max Uplift 3=-18(LC 7) Max Grav 1=59(LC 18), 3=61(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 24,2020 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 87 654321BOTTOM 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 System General 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