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HomeMy WebLinkAbout203JGB - 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). September 11,2019 Liu, Xuegang Pages or sheets covered by this seal: I38472661 thru I38472716 My license renewal date for the state of Indiana is July 31, 2020. B19902624 Wedgewood 203 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 B19902624 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472661 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-m9rsmFPKgh_18X4m3ECpqPuR8oFzcjhFszzaFtyf0U3 Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 3x8 3x8 4x6 3x8 3x6 4x6 4x6 3x4 32-11-0 32-11-0 12-1-0 12-1-0 20-10-0 8-9-0 32-11-0 12-1-0 3-1-1412-2-103-1-1412-2-109.00 12 Plate Offsets (X,Y)-- [11:0-2-2,Edge], [18:0-4-0,0-2-0], [46:0-1-12,0-0-0], [47:0-0-0,0-1-12], [47:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.94 0.43 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 311 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 No.2 *Except* 6-50,5-51,4-52,3-53,2-54,22-33,23-32,24-31,25-30,26-29: 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.): 11-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-38, 17-39, 16-40, 15-41, 14-42, 13-43, 12-44, 10-45, 9-46, 8-48, 7-49, 19-37, 20-35, 21-34 REACTIONS.All bearings 32-11-0. (lb) - Max Horz 55=-309(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 39, 40, 41, 42, 43, 46, 48, 49, 50, 51, 52, 53, 37, 35, 34, 33, 32, 31, 30 except 55=-715(LC 4), 28=-389(LC 5), 54=-678(LC 5), 29=-418(LC 4) Max Grav All reactions 250 lb or less at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 37, 35, 34, 33, 32, 31, 30 except 55=724(LC 5), 28=405(LC 4), 54=690(LC 4), 29=437(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-55=-340/343, 1-2=-293/303, 7-8=-26/264, 8-9=-25/302, 9-10=-25/346, 10-11=-26/293, 11-12=-1/294, 12-13=-1/294, 13-14=-1/294, 14-15=-1/294, 15-16=-1/294, 16-17=-1/294, 17-18=-2/294, 18-19=-27/344, 19-20=-25/321, 20-21=-26/280 WEBS 2-54=-264/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 39, 40, 41, 42, 43, 46, 48, 49, 50, 51, 52, 53, 37, 35, 34, 33, 32, 31, 30 except (jt=lb) 55=715, 28=389, 54=678, 29=418. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 11,2019 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 B19902624 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472662 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-iYzdBxQbBIElNqE9BeEHvq_xgb_z4d6YJHShKmyf0U1 Scale = 1:56.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-7-0 22-7-0 -1-6-8 1-6-8 11-3-8 11-3-8 22-7-0 11-3-8 24-1-8 1-6-8 1-5-58-11-101-5-58.00 12 Plate Offsets (X,Y)-- [33:0-3-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.14 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-31: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-31 REACTIONS.All bearings 22-7-0. (lb) - Max Horz 40=-218(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24 except 40=-326(LC 4), 22=-272(LC 5), 39=-296(LC 5), 23=-252(LC 4) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24, 23 except 40=340(LC 5), 22=285(LC 4), 39=294(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-12/258, 11-12=-12/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 40=326, 22=272, 39=296, 23=252. September 11,2019 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 B19902624 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472663 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-iYzdBxQbBIElNqE9BeEHvq_zKb?t4eWYJHShKmyf0U1 Scale = 1:12.3 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 -1-6-8 1-6-8 4-4-2 4-4-2 0-5-91-10-154.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 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 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=12/4-4-2, 2=223/4-4-2, 6=194/4-4-2 Max Horz 2=58(LC 5) Max Uplift 5=-6(LC 6), 2=-66(LC 4), 6=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 5, 2, 6. September 11,2019 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 B19902624 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472664 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-BkW?OHRDycMc?_pLlMlWS1W84?L9p5nhYxCEsCyf0U0 Scale = 1:12.2 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 -1-6-8 1-6-8 4-3-8 4-3-8 0-5-91-10-124.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 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 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 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=14/4-3-8, 2=221/4-3-8, 6=189/4-3-8 Max Horz 2=58(LC 5) Max Uplift 5=-6(LC 6), 2=-67(LC 4), 6=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 5, 2, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. September 11,2019 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 B19902624 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472665 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-fw4NccSrjvUTc8OXI3Gl_F3GWPg1YWzrmbxnOeyf0U? Scale = 1:42.2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-0 13-3-0 -1-6-8 1-6-8 6-7-8 6-7-8 13-3-0 6-7-8 2-4-36-9-32-4-38.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.17 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.01 (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: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 23=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 17, 16, 15 except 23=-176(LC 4), 13=-182(LC 5), 22=-207(LC 5), 14=-164(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 13, 18, 19, 20, 21, 22, 17, 16, 15, 14 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 19, 20, 21, 17, 16, 15 except (jt=lb) 23=176, 13=182, 22=207, 14=164. September 11,2019 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 B19902624 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472666 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:39:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-77elpyTTUDcKEIzksnn_XSbTtp1qH_B_?FhLx5yf0U_ Scale = 1:40.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-3-0 15-3-0 -1-6-8 1-6-8 7-7-8 7-7-8 15-3-0 7-7-8 16-9-8 1-6-8 1-0-46-1-41-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-3-0. (lb) - Max Horz 28=147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=-112(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except (jt=lb) 28=112. September 11,2019 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 B19902624 Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472667 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-bJC80IT5FXkBsSYwQUJD3g8ecCOB0Rr8EvQuSXyf0Tz Scale = 1:35.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -1-6-8 1-6-8 6-9-8 6-9-8 13-7-0 6-9-8 15-1-8 1-6-8 1-0-45-6-91-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 13 13 14 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 24=134(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. September 11,2019 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 B19902624 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472668 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-XiKuR_VMn8_v5liIXvLh95DvZ0z3UE9QhDv?WQyf0Tx Scale = 1:59.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 12 1113 3x4 4x6 4x8 2x4 4x8 5x12 2x4 3x4 3x4 3x6 3x8 3x6 3x8 3x4 4x8 3x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-0 1-8-0 6-10-12 5-2-12 11-11-0 5-0-4 13-3-8 1-4-8 18-1-0 4-9-8 24-3-0 6-2-0 -1-6-8 1-6-8 1-8-0 1-8-0 6-10-12 5-2-12 12-1-8 5-2-12 18-1-0 5-11-8 24-3-0 6-2-0 25-9-8 1-6-8 1-0-49-1-41-0-41-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [8:0-4-0,0-2-4], [8:0-0-0,0-1-12], [9:0-3-3,0-1-8], [29:0-1-13,0-0-8], [32:0-1-13,0-0-8], [35:0-1-13,0-0-8], [39:0-2-2,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.42 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.07 0.03 (loc) 11-12 17-18 11 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19,6-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,9-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 14-16 REACTIONS.All bearings 0-3-8 except (jt=length) 11=10-11-8, 12=10-11-8. (lb) - Max Horz 20=-217(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 12 except 11=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13 except 20=730(LC 1), 11=277(LC 11), 12=1011(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/115, 3-5=-795/91, 5-6=-375/138, 6-7=-390/135, 7-9=-60/265, 2-20=-730/127 BOT CHORD 17-18=-238/1053, 16-17=-49/597 WEBS 3-17=-461/191, 5-17=0/294, 5-16=-478/121, 7-16=-40/432, 7-12=-868/111, 2-18=-205/876 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 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) 20, 12 except (jt=lb) 11=105. September 11,2019 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 B19902624 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472669 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-?uuGfKW_YS6mjvHV5cswhIm8JQO8Dp3awtfY3syf0Tw Scale = 1:31.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-11-8 7-11-8 3-11-12 3-11-12 7-11-8 3-11-12 2-2-54-10-22-2-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 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 7-11-8. (lb) - Max Horz 14=-126(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 14=-103(LC 4), 8=-100(LC 5), 13=-123(LC 5), 9=-121(LC 4) Max Grav All reactions 250 lb or less at joint(s) 14, 8, 11, 12, 13, 10, 9 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 12, 10 except (jt=lb) 14=103, 8=100, 13=123, 9=121. September 11,2019 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 B19902624 Truss GE10 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472670 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-T4SesgXcJlEdK3rhfKN9EWJLfqlByGZj9XO6bIyf0Tv Scale: 3/4"=1' 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-5-13 3-5-13 0-0-42-7-69.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=56/3-5-13, 4=29/3-5-13, 5=147/3-5-13 Max Horz 1=66(LC 5) Max Uplift 1=-1(LC 4), 4=-12(LC 5), 5=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 1, 4, 5. September 11,2019 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 B19902624 Truss GE11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472671 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-yG?140XE43MUyDQtD1uOmjrQgD5shhqtNB8f7kyf0Tu Scale = 1:34.2 1 2 3 6 5 4 2x4 3x6 2x4 3x4 2x4 2x4 2x4 2x4 -1-6-8 1-6-8 2-4-0 2-4-0 4-6-106-1-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.03 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.02 -0.00 0.01 (loc) 1 1-2 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=210/2-4-0, 4=29/2-4-0, 5=26/2-4-0 Max Horz 6=158(LC 6) Max Uplift 6=-34(LC 4), 4=-256(LC 6) Max Grav 6=210(LC 1), 4=73(LC 4), 5=52(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-52/399 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 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) 6 except (jt=lb) 4=256. September 11,2019 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 B19902624 Truss GE12 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472672 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-yG?140XE43MUyDQtD1uOmjrUMD5dhjhtNB8f7kyf0Tu Scale = 1:14.8 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 2x4 2x4 -1-6-8 1-6-8 2-0-0 2-0-0 1-0-42-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=264/2-0-0, 5=38/2-0-0, 6=-64/2-0-0 Max Horz 7=72(LC 5) Max Uplift 7=-67(LC 6), 5=-12(LC 5), 6=-64(LC 1) Max Grav 7=264(LC 1), 5=38(LC 1), 6=61(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 6. September 11,2019 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 B19902624 Truss GE13 Truss Type GABLE Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472673 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-QTZPHMYsrNUKaN?4mlQdJxObPdR5Q8E0crtDfByf0Tt Scale = 1:32.9 1 2 3 6 5 4 2x4 3x6 2x4 3x4 2x4 2x4 2x4 2x4 -1-6-8 1-6-8 2-4-0 2-4-0 4-3-115-10-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.03 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.02 -0.00 0.01 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=210/2-4-0, 4=29/2-4-0, 5=26/2-4-0 Max Horz 6=154(LC 6) Max Uplift 6=-27(LC 4), 4=-237(LC 6) Max Grav 6=210(LC 1), 4=66(LC 4), 5=52(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-46/372 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 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) 6 except (jt=lb) 4=237. September 11,2019 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 B19902624 Truss M01 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472674 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-uf7nUhZUcgcBBXaGKSxss8xpY1k59aJArVdmCdyf0Ts Scale = 1:21.2 1 2 3 4 6 5 8 9 7 3x12 3x6 3x4 3x4 2x4 3x4 0-8-8 0-8-8 4-8-11 4-0-3 9-3-0 4-6-5 -1-6-8 1-6-8 4-8-11 4-8-11 9-3-0 4-6-5 0-5-93-6-92-0-03-6-94.00 12 Plate Offsets (X,Y)-- [4:0-8-8,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.23 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.03 0.02 (loc) 5-6 5-6 9 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 2x4 SPF No.2 WEBS 2x3 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 9-8-14 oc bracing. REACTIONS.(lb/size)2=323/1-0-0, 7=162/0-3-8, 9=309/0-3-0 Max Horz 2=111(LC 4) Max Uplift 2=-130(LC 4), 7=-53(LC 7), 9=-107(LC 4) Max Grav 2=323(LC 1), 7=226(LC 2), 9=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/293 BOT CHORD 2-7=-353/445, 6-7=-353/445, 5-6=-353/445 WEBS 3-5=-439/349, 4-9=-319/250 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 9 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 except (jt=lb) 2=130, 9=107. September 11,2019 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 B19902624 Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472675 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Mrh9i1a6N_k2pg9SuAS5OMT?UR4xu1PJ49MJk3yf0Tr Scale = 1:21.1 1 2 3 4 6 5 7 2x4 3x4 3x4 2x4 4x6 0-8-8 0-8-8 4-6-15 3-10-7 8-11-8 4-4-9 -1-6-8 1-6-8 4-6-15 4-6-15 8-11-8 4-4-9 0-5-93-5-63-1-140-3-83-5-64.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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-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 9-10-6 oc bracing. REACTIONS.(lb/size)2=343/1-0-0, 7=129/0-3-8, 5=319/0-1-8 Max Horz 2=111(LC 4) Max Uplift 2=-137(LC 4), 7=-46(LC 7), 5=-111(LC 4) Max Grav 2=343(LC 1), 7=200(LC 2), 5=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-515/285 BOT CHORD 2-7=-347/433, 6-7=-347/433, 5-6=-347/433 WEBS 3-5=-450/361 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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) 7 except (jt=lb) 2=137, 5=111. September 11,2019 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 B19902624 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472676 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Mrh9i1a6N_k2pg9SuAS5OMTtBR1Iu40J49MJk3yf0Tr Scale = 1:18.8 1 2 3 3x6 4x6 3x6 3x8 7-4-0 7-4-0 7-4-0 7-4-0 0-6-143-0-42-8-120-3-83-0-44.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-10], [1:0-1-11,0-6-6], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.00 0.03 (loc) 1-3 1-3 3 1-3 l/defl >876 >319 n/a >999 L/d 360 240 n/a 240 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 WEDGE Left: 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)1=282/0-3-8, 3=282/0-1-8 Max Horz 1=90(LC 5) Max Uplift 1=-17(LC 4), 3=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472677 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-q2FXvNal7ItvRqkfStzKxZ0A_rKGdP5SIp6tGWyf0Tq Scale = 1:18.8 1 2 3 5 4678 3x6 2x4 4x6 3x8 3x8 3-9-11 3-9-11 7-4-0 3-6-5 3-9-11 3-9-11 7-4-0 3-6-5 0-6-143-0-44.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.57 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.02 (loc) 1-5 1-5 4 1-5 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 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 10-0-0 oc bracing. REACTIONS.(lb/size)1=1800/0-3-8, 4=1583/Mechanical Max Horz 1=80(LC 3) Max Uplift 1=-90(LC 3), 4=-108(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2836/133 BOT CHORD 1-5=-175/2609, 4-5=-175/2609 WEBS 2-5=-50/1913, 2-4=-2793/186 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=108. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 940 lb down and 50 lb up at 1-4-12, and 940 lb down and 50 lb up at 3-4-12, and 940 lb down and 50 lb up at 5-4-12 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: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-940(F) 7=-940(F) 8=-940(F) September 11,2019 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 B19902624 Truss PB01 Truss Type Piggyback Qty 28 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472678 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-IEpw7jbNub?m2_Jr?bUZTnZNnEmKM_ucXTsQpyyf0Tp Scale = 1:21.4 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-9-0 8-9-0 4-4-8 4-4-8 8-9-0 4-4-8 0-4-103-1-140-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [4:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.13 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 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: 23 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=181/7-4-11, 4=181/7-4-11, 6=276/7-4-11 Max Horz 2=-67(LC 4) Max Uplift 2=-30(LC 6), 4=-36(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 11,2019 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 B19902624 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472679 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-mQNIK3c?fv7dg8u1ZI?o0_5YUe8v5QClm7bzLOyf0To Scale = 1:21.5 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-9-0 8-9-0 4-4-8 4-4-8 8-9-0 4-4-8 0-4-103-1-140-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-4-11. (lb) - Max Horz 2=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 11,2019 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 B19902624 Truss T01 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472680 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-FdwgYPddQDFUIITD7?W1ZCeWK2IhqnVv?nLXtqyf0Tn Scale = 1:72.1 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 4x6 5x8 4x8 4x6 2x4 6x8 2x4 2x4 3x4 3x6 3x6 3x6 3x8 3x6 3x6 2x4 4-7-4 4-7-4 9-0-0 4-4-12 12-1-0 3-1-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 4-7-4 4-7-4 9-0-0 4-4-12 12-1-0 3-1-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 2-1-1411-2-1012-2-103-1-141-0-012-2-109.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-1-12], [5:0-5-0,0-2-0], [9:0-2-8,0-1-8], [14:0-2-12,0-2-12], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.78 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.42 0.05 0.03 (loc) 10-12 10-12 8 3 l/defl >999 >926 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 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* 4-14,4-12,4-10,5-10: 2x4 SPF No.2, 1-16,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. 1 Row at midpt 3-14 WEBS 1 Row at midpt 4-10, 6-10 REACTIONS.(lb/size)16=1456/Mechanical, 8=1507/Mechanical Max Horz 16=209(LC 5) Max Uplift 16=-34(LC 6), 8=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1454/129, 2-3=-1517/206, 3-4=-1436/288, 4-5=-1019/228, 5-6=-1389/223, 6-7=-1374/132, 1-16=-1413/116, 7-8=-1464/121 BOT CHORD 14-15=-131/1108, 10-12=-65/1023, 9-10=-41/1036 WEBS 2-15=-366/81, 12-14=-44/1076, 4-14=-172/427, 5-10=0/331, 6-9=-353/95, 1-15=-44/1171, 7-9=-42/1155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) 16, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T02 Truss Type PIGGYBACK BASE Qty 11 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472681 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-jpU2lleFBWNLvS1Qhj2G5PBgsSdqZEI2DQ44PHyf0Tm Scale = 1:68.9 1 2 3 4 5 6 14 13 12 11 10 9 8 7151617 4x6 6x8 4x8 4x6 2x4 3x4 3x6 3x6 3x4 3x8 3x6 3x6 2x4 3x4 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 3-1-1412-2-103-1-1412-2-109.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-4-8,0-1-12], [4:0-5-0,0-2-0], [8:0-2-8,0-1-8], [13:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.97 0.85 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.42 0.05 0.03 (loc) 10-11 10-11 7 11 l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 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* 3-11,3-10,4-10: 2x4 SPF No.2, 1-14,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-10, 5-10 REACTIONS.(lb/size)14=1550/0-3-8, 7=1531/Mechanical Max Horz 14=-209(LC 4) Max Uplift 14=-31(LC 6), 7=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1414/132, 2-3=-1447/223, 3-4=-1043/228, 4-5=-1420/223, 5-6=-1397/132, 1-14=-1506/120, 6-7=-1488/121 BOT CHORD 11-13=-131/1068, 10-11=-75/1065, 8-10=-41/1055 WEBS 2-13=-377/95, 3-11=-14/390, 4-10=0/331, 5-8=-363/95, 1-13=-41/1191, 6-8=-42/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) 14, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472682 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-B?2Qy5etyqVCXbccEQZVedjwbsy5IeSCS4qeyjyf0Tl Scale = 1:73.7 1 2 3 4 5 6 7 8 19 18 17 16 15 14 13 12 11 10 92021 4x6 6x8 4x8 4x6 2x4 3x4 2x4 2x4 3x6 2x4 2x4 3x6 3x6 3x4 5x8 5x12 8x10 4x6 4x8 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 22-11-8 2-1-8 24-9-8 1-10-0 27-5-0 2-7-8 32-11-0 5-6-0 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 22-11-8 2-1-8 24-9-8 1-10-0 27-5-0 2-7-8 32-11-0 5-6-0 3-1-1412-2-103-1-142-0-012-2-109.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4:0-4-4,0-1-8], [8:0-3-0,0-1-12], [13:0-4-4,0-2-4], [18:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.91 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.44 0.16 0.05 (loc) 15-16 15-16 9 12 l/defl >999 >887 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 6-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,3-15,4-15: 2x4 SPF No.2, 1-19,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 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, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 2-16, 3-15, 4-15, 7-10 REACTIONS.(lb/size)19=1526/Mechanical, 9=1436/Mechanical Max Horz 19=209(LC 5) Max Uplift 19=-31(LC 6), 9=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1392/132, 2-3=-1415/223, 3-4=-1003/227, 4-5=-1478/267, 5-6=-1570/231, 6-7=-1740/221, 7-8=-1297/131, 1-19=-1482/121, 8-9=-1386/122 BOT CHORD 16-18=-132/1050, 15-16=-75/1039, 12-13=-13/1343, 6-12=-68/337 WEBS 2-18=-365/95, 3-16=-13/395, 4-15=-573/73, 13-15=-1/1354, 4-13=-91/1044, 6-13=-380/96, 10-12=-43/1264, 7-12=-30/775, 7-10=-1256/109, 1-18=-41/1171, 8-10=-31/1066 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) 19, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472683 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-fCcpAQfVj8d39lBoo84kAqG5zFHy18pLhkZBU9yf0Tk Scale = 1:70.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917221819202321 3x4 6x8 4x6 4x6 2x4 3x4 3x6 3x6 3x4 3x8 3x6 3x6 4x6 2x4 3x4 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 -1-6-8 1-6-8 5-6-0 5-6-0 12-1-0 6-7-0 20-10-0 8-9-0 27-5-0 6-7-0 32-11-0 5-6-0 3-1-1412-2-103-1-1412-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.94 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.42 0.05 0.03 (loc) 12-13 12-13 9 13 l/defl >999 >925 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,5-12,6-12: 2x4 SPF No.2, 2-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 7-12 REACTIONS.(lb/size)16=1656/0-5-8, 9=1530/Mechanical Max Horz 16=284(LC 5) Max Uplift 16=-79(LC 6), 9=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1409/167, 3-5=-1442/234, 5-6=-1042/233, 6-7=-1419/231, 7-8=-1396/138, 2-16=-1612/172, 8-9=-1487/126 BOT CHORD 15-16=-257/224, 13-15=-145/1058, 12-13=-81/1062, 10-12=-46/1054 WEBS 3-15=-375/60, 5-13=-22/384, 6-12=0/330, 7-10=-363/98, 2-15=0/1189, 8-10=-47/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 16, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472684 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-7OABNmg8URlwnvm?Mrbzj2pF?fcDmTQUvOJk0cyf0Tj Scale = 1:73.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 4x6 4x8 4x6 3x4 3x8 2x4 2x4 2x4 3x6 3x6 3x8 6x16 3x6 4x6 3x12 6-1-12 6-1-12 12-1-0 5-11-4 21-2-0 9-1-0 27-0-0 5-10-0 32-11-0 5-11-0 -1-6-8 1-6-8 6-1-12 6-1-12 12-1-0 5-11-4 20-10-0 8-9-0 21-2-0 0-4-0 27-0-0 5-10-0 32-11-0 5-11-0 1-1-1410-2-1012-2-103-1-142-0-012-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-3-4,0-2-4], [6:0-4-4,0-1-8], [9:0-3-0,0-1-12], [16:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.72 1.00 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.69 0.08 0.04 (loc) 13-14 13-14 10 13-14 l/defl >999 >566 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)17=1505/0-5-8, 10=1422/Mechanical Max Horz 17=246(LC 5) Max Uplift 17=-90(LC 6), 10=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1733/158, 3-5=-1544/217, 5-6=-1153/218, 6-7=-1302/248, 7-8=-1592/221, 8-9=-1317/134, 2-17=-1434/184, 9-10=-1370/122 BOT CHORD 16-17=-241/256, 14-16=-110/1299, 13-14=0/1172, 7-13=-170/288 WEBS 5-14=0/440, 6-13=-114/349, 11-13=-23/1106, 8-13=-92/326, 8-11=-722/104, 2-16=0/1138, 9-11=-29/1067 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 17, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T06 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472685 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-bakZb6hmFltnO3LBwZ6CFFLQx3?CV?Ue822IY2yf0Ti Scale = 1:60.0 1 2 3 4 5 6 11 10 9 8 712 3x4 3x4 3x6 3x4 3x6 3x6 3x4 3x4 5x8 4x6 6-1-12 6-1-12 12-1-0 5-11-4 20-10-0 8-9-0 -1-6-8 1-6-8 6-1-12 6-1-12 12-1-0 5-11-4 20-10-0 8-9-0 1-1-1410-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-4-8,0-1-12], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.82 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.52 0.02 0.02 (loc) 7-8 7-8 7 8-10 l/defl >960 >476 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-7: 2x4 SPF No.2, 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=970/Mechanical, 11=989/0-5-8 Max Horz 11=347(LC 6) Max Uplift 7=-79(LC 6), 11=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1021/11, 3-5=-769/56, 2-11=-920/79 BOT CHORD 10-11=-322/153, 8-10=-191/730, 7-8=-91/537 WEBS 3-8=-268/156, 5-8=-0/544, 5-7=-799/137, 2-10=0/584 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472686 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-3nIxoShO03?d0DwNTGdRoTubtTJiEVGnNior5Uyf0Th Scale: 3/16"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 3x4 5x8 4x6 4x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 3x4 3x6 6-1-12 6-1-12 12-1-0 5-11-4 20-10-0 8-9-0 26-9-4 5-11-4 32-11-0 6-1-12 -1-6-8 1-6-8 6-1-12 6-1-12 12-1-0 5-11-4 20-10-0 8-9-0 26-9-4 5-11-4 32-11-0 6-1-12 1-1-1410-2-101-1-1410-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [8:Edge,0-1-8], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.93 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.49 0.06 0.04 (loc) 12-13 12-13 9 13 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)16=1525/0-5-8, 9=1397/0-5-8 Max Horz 16=260(LC 5) Max Uplift 16=-90(LC 6), 9=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1762/157, 3-5=-1571/219, 5-6=-1149/220, 6-7=-1540/221, 7-8=-1741/158, 2-16=-1455/183, 8-9=-1329/126 BOT CHORD 15-16=-256/272, 13-15=-122/1322, 12-13=-78/1176, 10-12=-27/1313 WEBS 5-13=-5/477, 6-12=0/433, 2-15=0/1161, 8-10=-8/1156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 16, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 11,2019 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 B19902624 Truss T08 Truss Type COMMON Qty 16 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472687 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-XzsJ0oi0nM7UeNVa1_8gLgQpNtkyzy4xcMXPdxyf0Tg Scale = 1:55.0 1 2 3 4 5 6 7 12 11 10 9 81314 4x6 3x8 3x4 3x4 3x4 3x4 2x4 3x6 3x6 2x4 7-7-3 7-7-3 14-11-13 7-4-11 22-7-0 7-7-3 -1-6-8 1-6-8 4-9-0 4-9-0 11-3-8 6-6-8 17-10-0 6-6-8 22-7-0 4-9-0 24-1-8 1-6-8 1-5-58-11-101-5-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.61 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.26 0.04 0.02 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS.(lb/size)12=1074/0-3-8, 8=1074/0-3-8 Max Horz 12=218(LC 5) Max Uplift 12=-88(LC 6), 8=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1078/167, 4-5=-1078/167 BOT CHORD 11-12=-54/867, 9-11=0/655, 8-9=0/867 WEBS 4-9=-50/405, 4-11=-49/404, 3-12=-1132/46, 5-8=-1132/46 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. September 11,2019 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 B19902624 Truss T09 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472688 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-XzsJ0oi0nM7UeNVa1_8gLgQr_ti0zw5xcMXPdxyf0Tg Scale = 1:50.4 1 2 3 4 5 6 7 11 10 9 8 5x8 4x6 3x12 3x8 4x6 4x6 3x8 3x6 2x4 5x6 4-4-2 4-4-2 13-3-8 8-11-6 18-8-10 5-5-2 24-3-8 5-6-14 -1-6-8 1-6-8 4-4-2 4-4-2 8-9-13 4-5-11 13-3-8 4-5-11 18-8-10 5-5-2 24-3-8 5-6-14 0-5-91-10-157-10-80-6-84.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-3], [7:0-5-4,0-1-3], [7:0-0-14,0-0-9], [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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.74 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.58 0.06 0.09 (loc) 9-11 9-11 7 9-11 l/defl >999 >496 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1068/0-3-8, 7=960/Mechanical Max Horz 2=189(LC 5) Max Uplift 2=-103(LC 6), 7=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2279/103, 3-4=-2603/206, 4-5=-1024/150, 5-6=-1043/146, 6-7=-1401/117 BOT CHORD 2-11=-75/2080, 9-11=-58/1173, 8-9=-28/1092, 7-8=-28/1092 WEBS 3-11=-829/142, 4-11=-59/1363, 4-9=-549/149, 5-9=-73/780, 6-9=-398/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=103. September 11,2019 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 B19902624 Truss T10 Truss Type Common Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472689 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-09PiD8jeYgFLFW4mbhgvtuzyZG9oiUk4q0Hy9Nyf0Tf Scale = 1:41.6 1 2 3 4 7 6 5 4x6 5x6 2x4 2x4 3x8 5x6 6-7-8 6-7-8 13-3-0 6-7-8 -1-6-8 1-6-8 6-7-8 6-7-8 13-3-0 6-7-8 2-4-36-9-32-4-38.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 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)7=626/0-3-8, 5=512/0-3-8 Max Horz 7=190(LC 5) Max Uplift 7=-66(LC 6), 5=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/93, 3-4=-451/88, 2-7=-569/127, 4-5=-454/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 5. September 11,2019 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 B19902624 Truss T11 Truss Type COMMON Qty 3 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472690 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-yYXSeqku4HV3VqD8i6iNyJ2M44oUAKMNIKm3EFyf0Td Scale = 1:38.8 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 2x4 3x6 2x4 3x6 7-7-8 7-7-8 15-3-0 7-7-8 -1-6-8 1-6-8 3-11-0 3-11-0 7-7-8 3-8-8 11-4-0 3-8-8 15-3-0 3-11-0 16-9-8 1-6-8 1-0-46-1-41-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.43 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.01 0.09 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 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* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=700/0-10-0, 8=700/0-3-8 Max Horz 10=147(LC 5) Max Uplift 10=-204(LC 6), 8=-204(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-546/367, 4-5=-546/367, 2-10=-270/190, 6-8=-270/190 BOT CHORD 9-10=-165/485, 8-9=-165/485 WEBS 4-9=-327/360, 3-10=-548/176, 5-8=-548/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) except (jt=lb) 10=204, 8=204. September 11,2019 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 B19902624 Truss T12 Truss Type COMMON Qty 3 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472691 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Qk5qrAlXqbdw6_oLGpDcVWbP9U7ivnAWW_Vcmiyf0Tc Scale = 1:37.7 1 2 3 4 5 6 7 10 9 8 11 4x6 3x8 3x4 3x4 10x10 10x10 7-7-8 7-7-8 15-3-0 7-7-8 -1-6-8 1-6-8 3-11-0 3-11-0 7-7-8 3-8-8 11-4-0 3-8-8 15-3-0 3-11-0 16-9-8 1-6-8 1-0-46-1-41-0-48.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-3], [2:Edge,0-2-0], [6:0-1-12,0-1-3], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.50 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.02 0.09 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 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* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=732/0-10-0, 8=1162/0-3-8 Max Horz 10=147(LC 5) Max Uplift 10=-214(LC 6), 8=-341(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-596/396, 4-5=-606/401, 5-6=-591/410, 2-10=-272/191, 6-8=-777/478 BOT CHORD 9-10=-186/522, 8-9=-242/620 WEBS 4-9=-371/418, 5-9=-257/141, 3-10=-594/202, 5-8=-480/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) except (jt=lb) 10=214, 8=341. 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, 4-11=-60, 6-11=-310, 6-7=-60, 8-10=-20 September 11,2019 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 B19902624 Truss T13 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472692 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-uwfC3Vm9bvmnk8NXqXkr2k8f6uRgeBMgleF9I8yf0Tb Scale = 1:58.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 4x6 3x6 2x4 5x8 5x12 3x6 3x4 3x4 3x6 4x8 3x6 4x6 3x4 4x8 3x12 1-8-0 1-8-0 6-10-12 5-2-12 11-11-0 5-0-4 18-1-0 6-2-0 24-3-0 6-2-0 -1-6-8 1-6-8 1-8-0 1-8-0 6-10-12 5-2-12 12-1-8 5-2-12 18-1-0 5-11-8 24-3-0 6-2-0 25-9-8 1-6-8 1-0-49-1-41-0-41-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [9:0-3-0,0-1-8], [13:0-3-0,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.58 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.16 0.12 0.04 (loc) 15-16 15-16 11 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18,6-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18. 10-0-0 oc bracing: 13-15 REACTIONS.(lb/size)19=1062/0-3-8, 11=1062/0-3-8 Max Horz 19=-217(LC 4) Max Uplift 19=-90(LC 6), 11=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1831/121, 3-5=-1422/94, 5-6=-986/141, 6-7=-998/137, 7-9=-1222/105, 2-19=-1066/129, 9-11=-1003/146 BOT CHORD 16-17=-153/1642, 15-16=-12/1120, 6-15=-50/685 WEBS 3-16=-526/181, 5-16=0/310, 5-15=-492/121, 12-15=0/884, 7-15=-277/138, 9-12=0/772, 2-18=-142/268, 2-17=-125/1400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. September 11,2019 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 B19902624 Truss T14 Truss Type COMMON Qty 5 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472693 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-M7DaGrnnMCueMIyjOEF4axgwNHvONmTp_I_jqayf0Ta Scale: 3/8"=1' 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 3-11-12 3-11-12 7-11-8 3-11-12 3-11-12 3-11-12 7-11-8 3-11-12 2-2-54-10-22-2-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=307/0-3-0, 4=307/0-3-0 Max Horz 6=-126(LC 4) Max Uplift 6=-10(LC 7), 4=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-272/52, 3-4=-272/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 6, 4. September 11,2019 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 B19902624 Truss TG01 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472694 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-IVKLhXo1uq8Mbb66VfIYfMmAg5SMrVV6RcTqvTyf0TY Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 41 42 43 44 45 3x4 4x8 2x4 3x6 6x8 3x4 3x4 4x6 3x6 4x6 3x6 5x8 4x8 2x4 6x10 5x8 6x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-2-4 6-2-4 12-1-0 5-10-12 16-7-0 4-6-0 21-1-0 4-6-0 26-10-4 5-9-4 32-11-0 6-0-12 -1-6-8 1-6-8 6-2-4 6-2-4 12-1-0 5-10-12 16-7-0 4-6-0 20-10-0 4-3-0 21-1-0 0-3-0 26-10-4 5-9-4 32-11-0 6-0-12 1-1-145-2-1410-2-105-2-1410-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-6-0,0-2-0], [6:0-3-8,0-2-0], [8:0-2-8,0-2-4], [13:0-3-0,0-1-4], [13:0-0-0,0-2-12], [24:0-1-12,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.64 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.32 0.05 0.09 (loc) 14 14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 482 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-14,5-17,6-15,8-12,10-12,5-15: 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.): 5-7, 8-14, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 6-8 REACTIONS.(lb/size)11=3417/0-5-8, 19=2298/0-5-8 Max Horz 19=402(LC 5) Max Uplift 11=-176(LC 6), 19=-97(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2868/79, 3-5=-2739/164, 5-6=-2551/187, 8-14=-104/1677, 8-9=-3763/246, 9-10=-3763/246, 10-11=-3355/207, 2-19=-2211/129 BOT CHORD 18-19=-384/293, 17-18=-312/2206, 15-17=-209/2099, 14-15=-413/5698, 12-14=-414/5731 WEBS 5-17=-42/310, 6-15=-180/2649, 8-12=-2530/264, 9-12=-1282/107, 10-12=-267/4806, 2-18=0/1932, 5-15=-155/1189, 8-15=-4675/307, 6-8=-3872/295 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. 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=176. 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 irc so no snow. it doesnt make sense to put the note September 11,2019 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 B19902624 Truss TG01 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472694 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-niujutpff7GDDlhI3NpnCaILQVnbaykFgGDNRvyf0TX NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 8 lb up at 22-10-4, 287 lb down and 8 lb up at 24-10-4, 287 lb down and 8 lb up at 26-10-4, and 287 lb down and 8 lb up at 28-10-4, and 287 lb down and 8 lb up at 30-10-4 on top chord, and 1669 lb down and 171 lb up at 20-11-8 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 8-10=-60, 17-19=-20, 17-45=-60, 11-45=-20 Concentrated Loads (lb) Vert: 14=-1669(F) 9=-247 41=-247 42=-247 43=-247 44=-247 September 11,2019 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 B19902624 Truss TG02 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472695 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-j40TJZrwBlWwS3rhAnrFH?OhlITw2r5Y7aiUWoyf0TV Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 41 42 43 44 45 3x4 4x8 2x4 3x6 6x8 3x4 3x4 4x6 3x6 4x6 3x6 5x8 4x8 2x4 6x10 5x8 6x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-2-4 6-2-4 12-1-0 5-10-12 16-7-0 4-6-0 21-1-0 4-6-0 26-10-4 5-9-4 32-11-0 6-0-12 -1-6-8 1-6-8 6-2-4 6-2-4 12-1-0 5-10-12 16-7-0 4-6-0 20-10-0 4-3-0 21-1-0 0-3-0 26-10-4 5-9-4 32-11-0 6-0-12 1-1-145-2-1410-2-105-2-1410-2-109.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-6-0,0-2-0], [6:0-3-8,0-2-0], [8:0-2-8,0-2-4], [13:0-3-0,0-1-4], [13:0-0-0,0-2-12], [24:0-1-12,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.65 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.33 0.05 0.09 (loc) 14 14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 482 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-14,5-17,6-15,8-12,10-12,5-15: 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.): 5-7, 8-14, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 6-8 REACTIONS.(lb/size)11=3459/0-5-8, 19=2314/0-5-8 Max Horz 19=402(LC 5) Max Uplift 11=-271(LC 6), 19=-98(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/81, 3-5=-2763/166, 5-6=-2577/190, 8-14=-109/1720, 8-9=-3798/249, 9-10=-3798/249, 10-11=-3397/302, 2-19=-2227/130 BOT CHORD 18-19=-384/295, 17-18=-314/2224, 15-17=-210/2118, 14-15=-420/5767, 12-14=-420/5800 WEBS 5-17=-42/309, 6-15=-183/2680, 8-12=-2573/268, 9-12=-1283/107, 10-12=-271/4851, 2-18=0/1948, 5-15=-157/1207, 8-15=-4737/313, 6-8=-3912/299 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. 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=271. 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 September 11,2019 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 B19902624 Truss TG02 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472695 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-j40TJZrwBlWwS3rhAnrFH?OhlITw2r5Y7aiUWoyf0TV NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 8 lb up at 22-10-4, 287 lb down and 8 lb up at 24-10-4, 287 lb down and 8 lb up at 26-10-4, 287 lb down and 8 lb up at 28-10-4, and 287 lb down and 8 lb up at 30-10-4, and 120 lb down and 100 lb up at 32-9-4 on top chord, and 1713 lb down and 175 lb up at 20-11-8 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 8-10=-60, 17-19=-20, 17-45=-60, 11-45=-20 Concentrated Loads (lb) Vert: 14=-1713(B) 9=-247(B) 10=-14 41=-247(B) 42=-247(B) 43=-247(B) 44=-247(B) September 11,2019 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 B19902624 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Wedgewood 203 Bridgemont Job Reference (optional) I38472696 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-fT8EkFsAjMmehN_3ICtjMQTz965NWi?rbuBbagyf0TT Scale = 1:58.5 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 22 23 5x10 MT18HS 4x8 10x10 8x10 3x8 4x10 3x6 5x12 6x10 3x6 5x8 3x6 6x16 8x8 3x6 1-8-0 1-8-0 1-9-8 0-1-8 3-0-0 1-2-8 8-0-0 5-0-0 11-11-0 3-11-0 16-0-0 4-1-0 20-0-0 4-0-0 24-3-0 4-3-0 1-8-0 1-8-0 1-9-8 0-1-8 3-0-0 1-2-8 8-0-0 5-0-0 12-1-8 4-1-8 16-0-0 3-10-8 20-0-0 4-0-0 24-3-0 4-3-0 1-0-49-1-41-0-41-0-08.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [7:Edge,0-8-2], [8:0-1-12,0-0-0], [9:0-3-8,0-2-8], [13:0-4-0,0-2-12], [14:0-3-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.91 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.34 0.21 0.08 (loc) 14-15 14-15 8 14-15 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 476 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 4-11: 2x4 SPF No.2, 16-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 10-13,7-8,7-9: 2x4 SPF No.2, 1-17: 2x4 SP 2400F 2.0E 1-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 REACTIONS.(lb/size)8=9176/0-3-8, 17=9081/0-3-8 Max Horz 17=213(LC 4) Max Uplift 8=-278(LC 6), 17=-288(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19571/715, 2-3=-12844/444, 3-4=-9280/368, 4-5=-9233/378, 5-6=-10635/379, 6-7=-11973/380, 7-8=-8251/273, 1-17=-8597/327 BOT CHORD 15-16=-557/15039, 14-15=-556/14994, 13-14=-312/10659, 11-13=0/785, 4-13=-350/9936, 10-11=-19/843, 9-10=-254/9874, 8-9=-53/1376 WEBS 2-15=-54/3285, 3-13=-4670/253, 10-13=-190/8229, 5-13=-1968/172, 5-10=-98/2132, 6-9=-29/1524, 6-10=-1426/114, 3-14=-138/5258, 2-14=-4555/257, 7-9=-214/8625, 1-16=-553/16071, 2-16=-204/2110 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=278, 17=288. Continued on page 2 September 11,2019 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 B19902624 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Wedgewood 203 Bridgemont Job Reference (optional) I38472696 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-fT8EkFsAjMmehN_3ICtjMQTz965NWi?rbuBbagyf0TT NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1436 lb down and 46 lb up at 1-9-13, 1436 lb down and 46 lb up at 4-0-12, 1436 lb down and 46 lb up at 6-0-12, 1436 lb down and 46 lb up at 8-0-12, 1436 lb down and 46 lb up at 10-0-12, 1530 lb down and 43 lb up at 11-11-0, 1530 lb down and 43 lb up at 14-0-12, 1530 lb down and 43 lb up at 16-0-12, 1506 lb down and 43 lb up at 18-0-12, and 1530 lb down and 43 lb up at 20-0-12, and 1530 lb down and 43 lb up at 22-0-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 13-16=-20, 11-12=-20, 8-11=-20, 16-17=-20 Concentrated Loads (lb) Vert: 16=-1436(B) 13=-1530 9=-1530 10=-1530 14=-1436(B) 18=-1436(B) 19=-1436(B) 20=-1436(B) 21=-1530 22=-1506(B) 23=-1530 September 11,2019 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 B19902624 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 203 Bridgemont Job Reference (optional) I38472697 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-7ficyatoUguVJWZGswPyvd05VWQOF8f?qYw877yf0TS Scale = 1:52.1 1 2 3 4 5 6 12 11 10 9 8 713141516171819202122236x16 5x8 9x22 MT18HS 3x4 5x10 MT18HS5x6 3x12 8x8 5x16 MT18HS 5x12 12x12 3x12 4-4-2 4-4-2 8-9-13 4-5-11 13-3-8 4-5-11 20-1-3 6-9-11 27-3-0 7-1-13 4-4-2 4-4-2 8-9-13 4-5-11 13-3-8 4-5-11 20-1-3 6-9-11 27-3-0 7-1-13 0-5-91-10-153-4-17-10-83-4-14.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-9,Edge], [11:0-3-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.77 0.17 0.18 (loc) 8-9 8-9 7 8-9 l/defl >909 >423 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 440 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-12,2-11,3-9: 2x4 SPF-S Stud, 4-9,5-7: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=10433/0-3-8, 7=11035/0-3-8 Max Horz 1=217(LC 12) Max Uplift 1=-332(LC 5), 7=-309(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-26863/833, 2-3=-17842/576, 3-4=-12531/444, 4-5=-12536/446, 5-6=-345/37 BOT CHORD 1-12=-839/25223, 11-12=-837/24980, 9-11=-467/14840, 8-9=-556/20356, 7-8=-560/20633 WEBS 2-12=-46/2567, 2-11=-10707/391, 3-11=-187/7118, 3-9=-6323/295, 4-9=-400/13424, 5-9=-10875/325, 5-8=-76/5637, 5-7=-22012/620 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 1=332, 7=309. 10) 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 September 11,2019 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 B19902624 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 203 Bridgemont Job Reference (optional) I38472697 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:33 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-7ficyatoUguVJWZGswPyvd05VWQOF8f?qYw877yf0TS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1487 lb down and 46 lb up at 2-0-12, 1487 lb down and 46 lb up at 4-0-12, 1487 lb down and 46 lb up at 6-0-12, 1487 lb down and 46 lb up at 8-0-12, 1487 lb down and 46 lb up at 10-0-12, 1511 lb down and 43 lb up at 12-0-12, 1511 lb down and 43 lb up at 14-0-12, 1511 lb down and 43 lb up at 16-0-12, 1416 lb down and 43 lb up at 18-0-12, 1511 lb down and 43 lb up at 20-0-12, 1511 lb down and 43 lb up at 22-0-12, and 1502 lb down and 47 lb up at 24-0-12, and 1402 lb down and 49 lb up at 26-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 12=-1487(F) 8=-1511(F) 13=-1487(F) 14=-1487(F) 15=-1487(F) 16=-1487(F) 17=-1511(F) 18=-1511(F) 19=-1511(F) 20=-1416(F) 21=-1511(F) 22=-1502(F) 23=-1402(F) September 11,2019 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 B19902624 Truss TG05 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472698 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-32pMNGv20H8DYqjezLRQ_25euJE6jFJHHsPFB?yf0TQ Scale = 1:67.4 1 2 3 6 5 41718 2x4 3x4 2x4 8x8 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-8-12 3-8-12 7-5-8 3-8-12 3-8-12 3-8-12 7-5-8 3-8-12 10-0-6LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.10 0.40 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4 REACTIONS.(lb/size)6=1689/Mechanical, 4=1733/Mechanical Max Uplift 6=-159(LC 3), 4=-163(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1260/136, 1-2=-437/41, 2-3=-437/41, 3-4=-1260/136 WEBS 1-5=-115/1240, 3-5=-115/1240 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=159, 4=163. 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) 950 lb down and 91 lb up at 1-9-12, and 950 lb down and 91 lb up at 3-9-12, and 950 lb down and 91 lb up at 5-9-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Continued on page 2 September 11,2019 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 B19902624 Truss TG05 Truss Type GABLE Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472698 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-32pMNGv20H8DYqjezLRQ_25euJE6jFJHHsPFB?yf0TQ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-950(F) 17=-950(F) 18=-950(F) September 11,2019 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 B19902624 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472699 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-YENlacvhnbG4A_IrX2yfXGedNjUSSXsRWV9ojRyf0TP Scale = 1:52.1 1 2 3 4 5 6 11 10 9 8 712133x6 4x6 4x6 5x12 3x4 4x8 4x6 3x6 4x6 3x8 2x4 4-4-2 4-4-2 13-3-8 8-11-6 20-6-15 7-3-7 27-3-0 6-8-1 4-4-2 4-4-2 8-9-13 4-5-11 13-3-8 4-5-11 20-6-15 7-3-7 27-3-0 6-8-1 0-5-91-10-153-0-47-10-83-0-44.00 12 8.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.77 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.31 0.04 0.09 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-10: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS.(lb/size)1=1250/0-3-8, 7=2731/0-3-8 Max Horz 1=213(LC 12) Max Uplift 1=-64(LC 5), 7=-156(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3107/111, 2-3=-3630/225, 3-4=-1648/131, 4-5=-1694/132 BOT CHORD 1-11=-159/2878, 9-11=-107/1734, 8-9=-152/3636, 7-8=-151/3689 WEBS 2-11=-1165/158, 3-11=-93/1756, 3-9=-589/153, 4-9=-47/1383, 5-9=-2472/164, 5-8=-4/997, 5-7=-3779/172 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 7=156. 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) 1563 lb down and 120 lb up at 24-5-0, and 262 lb down and 44 lb up at 25-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 1-7=-20 Continued on page 2 September 11,2019 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 B19902624 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472699 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:36 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-YENlacvhnbG4A_IrX2yfXGedNjUSSXsRWV9ojRyf0TP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1563(B) 13=-262 September 11,2019 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 B19902624 Truss TG07 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472700 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-0Qx7nywJXuOxo8t15lTu3TAor7qRB_rak9uLGuyf0TO Scale = 1:41.6 1 2 3 6 5 4 7 8 9 10 11 4x6 4x6 4x6 3x12 3x12 10x16 6-7-8 6-7-8 13-3-0 6-7-8 6-7-8 6-7-8 13-3-0 6-7-8 2-4-36-9-32-4-38.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.79 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.00 0.05 (loc) 5-6 5-6 4 5-6 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-5,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=5645/0-3-8, 4=5971/0-3-8 Max Horz 6=-170(LC 3) Max Uplift 6=-161(LC 5), 4=-172(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4059/171, 2-3=-4058/171, 1-6=-3306/127, 3-4=-3328/128 BOT CHORD 5-6=-175/383, 4-5=-22/308 WEBS 2-5=-67/4037, 1-5=-101/3048, 3-5=-104/3126 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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=161, 4=172. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1514 lb down and 41 lb up at 0-9-12, 1511 lb down and 43 lb up at 2-9-12, 1511 lb down and 43 lb up at 4-9-12, 1511 lb down and 43 lb up at 6-9-12, 1511 lb down and 43 lb up at 8-9-12, and 1511 lb down and 43 lb up at 10-9-12, and 1510 lb down and 42 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 September 11,2019 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 B19902624 Truss TG07 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 203 Bridgemont Job Reference (optional) I38472700 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-0Qx7nywJXuOxo8t15lTu3TAor7qRB_rak9uLGuyf0TO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1510(B) 5=-1511(B) 7=-1514(B) 8=-1511(B) 9=-1511(B) 10=-1511(B) 11=-1511(B) September 11,2019 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 B19902624 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472701 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-UdVV?IxxICWoPISDeT_7chj4AXLNwdAkzpevoKyf0TN Scale = 1:29.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 13-9-3 13-8-13 6-10-9 6-10-9 13-9-3 6-10-9 0-0-44-7-10-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-7. (lb) - Max Horz 1=-99(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=309(LC 10), 6=309(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. September 11,2019 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 B19902624 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472702 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-UdVV?IxxICWoPISDeT_7chj5WXJhwefkzpevoKyf0TN Scale = 1:20.9 1 2 3 4 3x6 4x6 3x6 2x4 0-0-6 0-0-6 9-3-3 9-2-13 4-7-9 4-7-9 9-3-3 4-7-9 0-0-43-1-10-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.21 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=163/9-2-7, 3=163/9-2-7, 4=337/9-2-7 Max Horz 1=64(LC 5) Max Uplift 1=-18(LC 6), 3=-22(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472703 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-yp3tCeyZ3Wef1R1QCAVM9uGJGxhrf5RtCTNSKmyf0TM Scale = 1:10.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-6 0-0-6 4-9-3 4-8-13 2-4-9 2-4-9 4-9-3 2-4-9 0-0-41-7-10-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=81/4-8-7, 3=81/4-8-7, 4=141/4-8-7 Max Horz 1=-29(LC 4) Max Uplift 1=-12(LC 6), 3=-14(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472704 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Q?dFQ_yBqpnWfbccmu1ch6oTiK_EOYN0R770sDyf0TL Scale = 1:17.9 1 2 3 4 3x4 4x6 3x4 2x4 7-7-11 7-7-11 7-8-1 0-0-6 3-10-0 3-10-0 7-8-1 3-10-0 0-0-42-6-110-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/7-7-5, 3=131/7-7-5, 4=275/7-7-5 Max Horz 1=-52(LC 4) Max Uplift 1=-15(LC 6), 3=-19(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472705 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-Q?dFQ_yBqpnWfbccmu1ch6oQwK_TOY_0R770sDyf0TL Scale = 1:21.8 1 2 3 43x6 4x6 3x6 2x4 10-0-11 10-0-11 10-1-1 0-0-6 5-0-8 5-0-8 10-1-1 5-0-8 0-0-43-4-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.26 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=180/10-0-5, 3=180/10-0-5, 4=371/10-0-5 Max Horz 1=71(LC 5) Max Uplift 1=-19(LC 6), 3=-24(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472706 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-uCBedJzpb7vNGlAoKbYrEJLeikLf7?rAfnsZPfyf0TK Scale = 1:14.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-6 0-0-6 5-7-1 5-6-11 2-9-8 2-9-8 5-7-1 2-9-8 0-0-41-10-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/5-6-5, 3=99/5-6-5, 4=172/5-6-5 Max Horz 1=-36(LC 4) Max Uplift 1=-15(LC 6), 3=-17(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472707 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-MOk0rf_RMR1Euvl_tJ34mXtqL8hjsS?JuRc6x5yf0TJ Scale = 1:15.7 1 2 3 4 3x4 4x6 3x4 2x4 0-0-6 0-0-6 6-5-11 6-5-5 3-2-13 3-2-13 6-5-11 3-2-13 0-0-42-1-140-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.14 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=108/6-4-15, 3=108/6-4-15, 4=226/6-4-15 Max Horz 1=-43(LC 4) Max Uplift 1=-12(LC 6), 3=-16(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472708 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-qaIO2??47k94W3KBR0aJJkQ?uY2bbvgT75LgTYyf0TI Scale = 1:12.6 1 2 3 2x4 2x4 2x4 2-7-2 2-7-2 0-0-41-11-69.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 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 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-6-13, 3=82/2-6-13 Max Horz 1=48(LC 6) Max Uplift 3=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3. September 11,2019 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 B19902624 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472709 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-qaIO2??47k94W3KBR0aJJkQ1dY3fbvgT75LgTYyf0TI Scale = 1:9.2 1 2 3 2x4 2x4 2x4 1-8-7 1-8-7 0-0-41-3-69.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 1-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=47/1-8-2, 3=47/1-8-2 Max Horz 1=27(LC 6) Max Uplift 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3. September 11,2019 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 B19902624 Truss V10 Truss Type Valley Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472710 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-JnsmFL0iu2Hx8DvN?k5Ysxz8cyNaKMwcLl5D?_yf0TH Scale = 1:15.3 1 2 3 2x4 2x4 2x4 3-3-9 3-3-9 0-0-42-5-119.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=110/3-3-3, 3=110/3-3-3 Max Horz 1=64(LC 6) Max Uplift 3=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3. September 11,2019 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 B19902624 Truss V11 Truss Type Valley Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472711 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-nzQ8Th0KfMPolMUZZRcnO9VNNLlH3pAmaPqnYQyf0TG Scale = 1:8.5 1 2 3 2x4 2x4 2x4 1-6-3 1-6-3 0-0-41-1-119.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 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 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=39/1-5-14, 3=39/1-5-14 Max Horz 1=23(LC 6) Max Uplift 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3. September 11,2019 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 B19902624 Truss V12 Truss Type Valley Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472712 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-nzQ8Th0KfMPolMUZZRcnO9VGaLk03pDmaPqnYQyf0TG Scale = 1:26.4 1 2 3 5 4 2x4 3x6 2x4 3x4 -1-6-8 1-6-8 2-4-0 2-4-0 3-0-104-7-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.02 -0.00 0.01 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/2-4-0, 4=42/2-4-0 Max Horz 5=136(LC 6) Max Uplift 4=-141(LC 6) Max Grav 5=226(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) except (jt=lb) 4=141. September 11,2019 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 B19902624 Truss V13 Truss Type Valley Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472713 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-F9_Xg11yQfXfNW3m6870xM2RJl4FoGsvp3aK4syf0TF Scale = 1:18.7 1 2 3 5 4 2x4 3x6 2x4 3x4 -1-6-8 1-6-8 2-4-0 2-4-0 1-6-103-1-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.02 -0.00 0.01 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/2-4-0, 4=42/2-4-0 Max Horz 5=112(LC 6) Max Uplift 5=-15(LC 6), 4=-52(LC 6) Max Grav 5=226(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. September 11,2019 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 B19902624 Truss V14 Truss Type Valley Qty 2 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472714 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-F9_Xg11yQfXfNW3m6870xM2Wfl4doGQvp3aK4syf0TF Scale = 1:10.9 1 2 3 2x4 2x4 2x4 2-4-15 2-4-15 0-0-41-7-58.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-4-9, 3=73/2-4-9 Max Horz 1=38(LC 6) Max Uplift 3=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3. September 11,2019 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 B19902624 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472715 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-jMYvuN2aBzfW?geygsfFTabjh9P9Xif22jJtcJyf0TE Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 0-0-6 0-0-6 3-2-1 3-1-11 1-7-0 1-7-0 3-2-1 1-7-0 0-0-41-0-110-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=88/3-1-5, 3=88/3-1-5 Max Horz 1=17(LC 5) Max Uplift 1=-4(LC 6), 3=-4(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 11,2019 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 B19902624 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 203 Bridgemont Job Reference (optional) I38472716 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 10 13:40:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dXJX4nWPuTD7hoy0dgCRByzxTBJ-BY6H5j3CyHnNcqD8EZAU0n7rOZk0G9vCGN3R8lyf0TD Scale = 1:8.6 1 2 3 2x4 2x4 2x4 3-6-9 3-6-9 0-0-41-2-34.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/3-5-13, 3=100/3-5-13 Max Horz 1=26(LC 4) Max Uplift 1=-4(LC 4), 3=-13(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 1, 3. September 11,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths