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HomeMy WebLinkAbout200JGB - 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 20,2019 Liu, Xuegang Pages or sheets covered by this seal: I38609635 thru I38609672 My license renewal date for the state of Indiana is July 31, 2020. B19902716 Wedgewood 200 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 B19902716 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609635 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-L8HH39sFa85bksKa3518mtsePHRyNmUFQWA5UhybmY0 Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 4140 39 3837 36 35 34 33 32 3x8 3x4 4x6 3x4 3x8 3x4 3x4 34-3-0 34-3-0 -1-4-8 1-4-8 17-1-8 17-1-8 34-3-0 17-1-8 35-7-8 1-4-8 0-9-610-9-40-9-67.00 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 0.22 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 31 31 32 31 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 228 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* 16-46,15-47,14-48,17-45,18-44: 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 16-46, 15-47, 14-48, 17-45, 18-44 REACTIONS.All bearings 34-3-0. (lb) - Max Horz 60=252(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33 except 60=-150(LC 4), 59=-135(LC 5) Max Grav All reactions 250 lb or less at joint(s) 60, 32, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 60=150, 59=135. September 20,2019 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 B19902716 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609636 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IWP1UruW6mLJzAUyBW3csIxqH5xNrVvYtqfCYZybmY_ Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 54 55 56 57 58 59 3x6 5x6 3x6 8x8 3x8 3x8 MT18HS3x4 2x4 3x6 3x8 5x6 4x6 2x4 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x12 2x4 2x4 2x4 2x4 10-2-5 10-2-5 20-2-1 9-11-13 30-1-14 9-11-13 33-11-8 3-9-10 34-1-1 0-1-9 36-11-0 2-9-15 -1-4-8 1-4-8 6-10-6 6-10-6 13-6-3 6-7-14 20-2-1 6-7-14 26-9-15 6-7-14 33-5-13 6-7-14 36-11-0 3-5-3 38-3-8 1-4-8 0-9-612-6-92-9-67.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-0-11], [10:0-6-0,0-4-6], [11:0-2-14,0-2-0], [22:0-1-14,0-0-14], [24:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.83 0.79 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.67 0.07 0.07 (loc) 18-20 18-20 15 18-20 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-18,7-18,8-18: 2x4 SPF No.2 11-13,21-22,22-23,23-24,24-25,25-26: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-18, 8-16, 10-15 REACTIONS.All bearings 2-11-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=308(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 2=-115(LC 6), 15=-159(LC 7), 13=-573(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14 except 2=1643(LC 1), 15=2644(LC 1), 15=2644(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2417/181, 4-6=-2210/202, 6-7=-1485/223, 7-8=-1520/223, 8-10=-1042/123, 10-11=-20/551, 11-13=-43/530 BOT CHORD 2-20=-144/1989, 18-20=-42/1638, 16-18=0/1139 WEBS 4-20=-263/162, 6-20=-8/541, 6-18=-741/192, 7-18=-100/930, 8-16=-940/103, 10-16=0/1505, 10-15=-2313/140, 11-15=-540/120 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) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 2, 159 lb uplift at joint 15 and 573 lb uplift at joint 13. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 September 20,2019 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 B19902716 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609636 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:11 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IWP1UruW6mLJzAUyBW3csIxqH5xNrVvYtqfCYZybmY_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-54=-60, 7-54=-80(F=-20), 7-55=-80(F=-20), 11-55=-60, 11-12=-60, 50-56=-20, 56-57=-60, 57-58=-20, 58-59=-60, 13-59=-20 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 B19902716 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609637 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-EvWnvXwmeNb1DUdLIx64xj0IOunEJXMrL88IcSybmXy Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3534 3x8 3x6 5x6 3x6 3x6 3x6 36-11-0 36-11-0 -1-4-8 1-4-8 20-2-1 20-2-1 36-11-0 16-8-15 38-3-8 1-4-8 0-9-612-6-92-9-67.00 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 0.35 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 33 32-33 34 33 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 293 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* 18-48,17-49,16-50,15-51,14-52,13-54,19-47,20-46,21-45,22-43,23-42: 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 18-48, 17-49, 16-50, 15-51, 14-52, 13-54, 19-47, 20-46, 21-45, 22-43, 23-42 REACTIONS.All bearings 36-11-0. (lb) - Max Horz 64=318(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 34, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 64=-256(LC 4), 63=-172(LC 5) Max Grav All reactions 250 lb or less at joint(s) 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 64=280(LC 5), 48=306(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/325, 3-4=-273/280, 4-5=-263/286, 5-6=-244/283, 6-7=-226/280, 7-8=-207/278, 8-9=-188/276, 9-10=-170/273, 10-12=-151/271, 12-13=-133/284, 13-14=-114/304, 14-15=-96/323, 15-16=-77/343, 16-17=-59/369, 17-18=-38/364, 18-19=-28/360, 19-20=-28/357, 20-21=-25/324, 21-22=-22/297, 22-23=-20/272 WEBS 18-48=-290/22 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 64=256, 63=172. September 20,2019 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 B19902716 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609638 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-asKgyEzvTvEKJFWJ5UhFenjDNvVc_qqaUQs3HfybmXt Scale = 1:98.9 12 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 2829 3031 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 6362 6160 5958 5756 55 54 53 52 51 50 49 48 47 6x6 8x8 4x6 4x6 3x6 3x4 3x4 3x6 6x6 4x8 3x4 31-0-0 31-0-0 52-7-0 21-7-0 -1-2-8 1-2-8 17-6-5 17-6-5 31-0-0 13-5-11 33-4-2 2-4-2 52-7-0 19-2-14 53-9-8 1-2-8 0-8-312-0-01-1-20-9-51-1-212-0-07.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-0-0], [11:0-3-0,0-4-4], [11:0-0-0,0-2-12], [16:0-1-12,0-1-0], [17:0-4-0,0-3-3], [17:0-0-0,0-2-12], [30:0-3-0,0-3-12], [45:Edge,0-0-15], [45:0-0-9 ,0-4-15], [45:0-0-4,0-0-8], [77:0-2-15,0-1-8] 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 0.07 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.02 0.00 (loc) 46 46 45 46 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 478 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 13-79,12-80,10-81,9-82,8-83,7-84,6-85,5-86,4-87,3-88,35-55,36-54 ,38-53,39-52,40-51,41-50,42-49,43-48,44-47: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 17-30. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 28-64 WEBS 1 Row at midpt 30-61, 29-62, 27-65, 26-66, 25-67, 24-68, 23-69, 22-70, 21-71, 20-72, 19-73, 18-74, 16-75, 15-76, 14-78, 31-60, 32-59, 33-57, 34-56 REACTIONS.All bearings 52-7-0. (lb) - Max Horz 2=-268(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 63, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 except 2=-145(LC 4), 64=-135(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 63, 61, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 60, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45, 64 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/263, 12-13=-78/263, 13-14=-60/282, 14-15=-41/305, 15-16=-28/313, 16-17=-30/256, 17-18=-6/285, 18-19=-6/285, 19-20=-6/285, 20-21=-6/285, 21-22=-6/285, 22-23=-6/285, 23-24=-6/285, 24-25=-6/285, 25-26=-6/285, 26-27=-6/285, 27-28=-6/285, 28-29=-6/286, 29-30=-7/286, 30-31=-29/307, 31-32=-28/296, 32-33=-28/266 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) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 64 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 September 20,2019 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 B19902716 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609638 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:18 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-asKgyEzvTvEKJFWJ5UhFenjDNvVc_qqaUQs3HfybmXt NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 63, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 except (jt=lb) 2=145, 64=135. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902716 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609639 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-33u3Aa_XEDMBxP5VfBCUA_GLCJqYjHjjj4bdp6ybmXs Scale = 1:39.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-8 15-11-8 -1-2-8 1-2-8 15-11-8 15-11-8 0-5-97-1-55.00 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 0.26 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 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 15-11-8. (lb) - Max Horz 2=229(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 15, 2, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 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) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25. September 20,2019 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 B19902716 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609640 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XFSRNw?9?XU2YZghDvkjjCpZAjCRSkysykLALYybmXr Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 19-11-0 19-11-0 -1-2-8 1-2-8 9-11-8 9-11-8 19-11-0 9-11-8 21-1-8 1-2-8 0-8-36-5-140-8-37.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-3], [18:0-3-10,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.12 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 19 19 18 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 2=-145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 32, 33, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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, 27, 28, 29, 30, 32, 33, 25, 24, 23, 22, 21, 20, 18. September 20,2019 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 B19902716 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609641 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?R?pbG0nmqcvAjFtmcFyFPLj_7W2BCZ0AO4ju_ybmXq Scale = 1:17.3 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-4-8 1-4-8 7-11-8 7-11-8 0-4-22-8-03.50 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 0.18 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 7 1 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 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 2=83(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 except 10=304(LC 1) 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) 7, 2, 8, 9, 10. September 20,2019 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 B19902716 Truss GE08 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609642 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?R?pbG0nmqcvAjFtmcFyFPLke7XgBBK0AO4ju_ybmXq Scale = 1:43.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 163x4 4x6 3x4 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 21-9-4 21-9-4 10-10-10 10-10-10 21-9-4 10-10-10 0-0-46-4-30-0-47.00 12 Plate Offsets (X,Y)-- [26:0-0-0,0-1-12], [26:0-3-0,0-1-4], [27:0-1-4,0-0-0] 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 0.07 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-26: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-9-4. (lb) - Max Horz 1=-140(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 23, 24, 25, 27, 28, 29, 21, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 22, 23, 24, 25, 27, 28, 29, 21, 20, 19, 18, 17, 16 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) 1, 23, 24, 25, 27, 28, 29, 21, 20, 19, 18, 17, 16. September 20,2019 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 B19902716 Truss GE09 Truss Type Common Supported Gable Qty 2 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609643 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xq7Z?y11HSscP0OGu1HQLqR1KwCtf4sJeiZqytybmXo Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-4-8 1-4-8 10-11-8 10-11-8 21-11-0 10-11-8 23-3-8 1-4-8 1-1-89-4-21-1-89.00 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-R 0.25 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 137 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* 10-28: 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 10-28 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 37=-223(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22 except 37=-136(LC 4), 20=-104(LC 5), 36=-130(LC 5), 21=-110(LC 4) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 31, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-13/251, 10-11=-13/251 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) 29, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22 except (jt=lb) 37=136, 20=104, 36=130, 21=110. September 20,2019 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 B19902716 Truss M01 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609644 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xq7Z?y11HSscP0OGu1HQLqRvOw3gf44JeiZqytybmXo Scale = 1:39.3 1 2 3 4 5 7 6 3x4 3x4 3x6 2x4 3x4 3x4 9-1-12 9-1-12 9-3-8 0-1-12 15-11-8 6-8-0 -1-2-8 1-2-8 8-0-10 8-0-10 15-11-8 7-10-14 0-5-97-1-56-9-130-3-87-1-55.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.70 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.41 0.00 0.29 (loc) 2-7 2-7 6 2-7 l/defl >688 >257 n/a >362 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* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=427/0-8-0, 7=677/0-3-8, 6=227/0-1-8 Max Horz 2=223(LC 6) Max Uplift 2=-97(LC 6), 7=-158(LC 6), 6=-48(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/0 WEBS 3-7=-509/231 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 7=158. September 20,2019 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 B19902716 Truss M02 Truss Type Monopitch Qty 10 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609645 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-P0hyDH2f2l_T1AzSSloft2z4AKToOZ9SsMJOUJybmXn Scale = 1:17.8 1 2 3 4 3x6 3x6 3x8 -1-4-8 1-4-8 7-11-8 7-11-8 0-4-22-8-02-4-80-3-82-8-03.50 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.31 0.00 0.03 (loc) 2-4 2-4 4 2-4 l/defl >788 >285 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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)2=413/0-9-0, 4=287/0-1-8 Max Horz 2=87(LC 4) Max Uplift 2=-74(LC 4), 4=-30(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. September 20,2019 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 B19902716 Truss M03 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609646 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-P0hyDH2f2l_T1AzSSloft2z2QKUnOZ9SsMJOUJybmXn Scale = 1:19.4 1 2 3 4 3x8 3x6 3x8 8-4-8 8-4-8 -1-2-8 1-2-8 8-4-8 8-4-8 0-4-33-1-112-10-30-3-83-1-114.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-1-8], [3:0-3-14,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.36 0.00 0.05 (loc) 2-4 2-4 4 2-4 l/defl >761 >267 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E 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)2=411/0-3-8, 4=317/0-1-8 Max Horz 2=101(LC 4) Max Uplift 2=-59(LC 4), 4=-39(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. September 20,2019 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 B19902716 Truss PB01 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609647 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tDFKQd3Ip36KfKYf?SJuQFWNDkuY7?Bc502x1mybmXm Scale = 1:30.0 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-9-13 15-9-13 7-10-15 7-10-15 15-9-13 7-10-15 0-4-54-5-140-1-80-4-50-1-87.00 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 0.23 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-15. (lb) - Max Horz 2=-98(LC 4) 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 except 9=259(LC 1), 10=332(LC 10), 8=332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-251/120, 5-8=-251/119 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, 6, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 20,2019 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 B19902716 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609648 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qbN4rJ4YLgM2uei17tMMVgblQXaFbwBuZKX25eybmXk Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-9-13 15-9-13 7-10-15 7-10-15 15-9-13 7-10-15 0-4-54-5-140-1-80-4-50-1-87.00 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 0.12 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 11 11 10 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 55 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 14-1-15. (lb) - Max Horz 2=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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, 10, 16, 17, 18, 14, 13, 12. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 20,2019 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 B19902716 Truss T01 Truss Type COMMON Qty 5 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609649 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IowS3f5A6_UvWnHEhatb2u8oMxjxKFy2nzHbe4ybmXj Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 142728 3x6 4x6 3x6 6x10 3x8 3x6 4x8 3x6 3x4 2x4 3x6 3x4 2x4 6x10 3x8 3x6 8-8-0 8-8-0 17-1-8 8-5-8 25-7-0 8-5-8 34-3-0 8-8-0 -1-4-8 1-4-8 5-10-3 5-10-3 11-5-13 5-7-11 17-1-8 5-7-11 22-9-3 5-7-11 28-4-13 5-7-11 34-3-0 5-10-3 35-7-8 1-4-8 0-9-610-9-40-9-67.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [12:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.62 0.95 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.58 0.15 0.08 (loc) 16-18 16-18 12 16-18 l/defl >999 >709 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size)2=1615/0-3-8, 12=1615/0-3-8 Max Horz 2=-235(LC 4) Max Uplift 2=-106(LC 6), 12=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2370/175, 4-6=-2190/195, 6-7=-1650/219, 7-8=-1650/219, 8-10=-2190/195, 10-12=-2370/175 BOT CHORD 2-18=-117/1946, 16-18=-33/1706, 14-16=0/1706, 12-14=-46/1946 WEBS 7-16=-114/1261, 8-16=-604/159, 8-14=-5/411, 6-16=-604/159, 6-18=-5/411 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) except (jt=lb) 2=106, 12=106. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 20,2019 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 B19902716 Truss T02 Truss Type COMMON Qty 12 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609650 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IowS3f5A6_UvWnHEhatb2u8lVxkBKDc2nzHbe4ybmXj Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 1323242526 3x6 5x6 3x6 8x10 4x6 3x16 MT18HS3x4 2x4 3x6 4x8 3x6 3x4 3x6 4x6 2x4 3x6 10-2-5 10-2-5 20-2-1 9-11-13 30-1-14 9-11-13 36-11-0 6-9-2 -1-4-8 1-4-8 6-10-6 6-10-6 13-6-3 6-7-14 20-2-1 6-7-14 26-9-15 6-7-14 33-5-13 6-7-14 36-11-0 3-5-3 38-3-8 1-4-8 0-9-612-6-92-9-67.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.80 0.87 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.70 0.10 0.08 (loc) 16-18 16-18 13 16-18 l/defl >999 >633 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-16, 8-14, 10-13 REACTIONS.(lb/size)2=1743/0-3-8, 13=1793/0-5-8 Max Horz 2=308(LC 5) Max Uplift 2=-116(LC 6), 13=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2594/198, 4-6=-2388/220, 6-7=-1677/242, 7-8=-1676/243, 8-10=-1819/194 BOT CHORD 2-18=-146/2139, 16-18=-44/1798, 14-16=0/1540, 13-14=0/1159 WEBS 4-18=-259/161, 6-18=-9/531, 6-16=-732/192, 7-16=-124/1223, 8-16=-370/182, 10-14=0/542, 10-13=-1978/67 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 13=103. September 20,2019 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 B19902716 Truss T03 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609651 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-m_UqG?6otIcm8xsQEIOqa5hz0L1r3dUB0d09AXybmXi Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13212223 8x8 5x6 3x6 6x16 4x6 4x6 3x6 2x4 3x6 4x10 8x16 3x6 4x8 3x6 3x4 3x6 4x6 2x4 3x6 5-3-8 5-3-8 10-2-5 4-10-13 20-2-1 9-11-12 30-1-14 9-11-13 36-11-0 6-9-2 -1-4-8 1-4-8 5-3-8 5-3-8 6-10-6 1-6-14 13-6-4 6-7-14 20-2-1 6-7-14 26-9-15 6-7-14 33-5-13 6-7-14 36-11-0 3-5-3 38-3-8 1-4-8 0-9-612-6-92-9-61-8-07.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [2:1-5-2,0-2-0], [18:0-4-2,0-1-8], [20:0-9-0,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-S 0.62 0.97 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.81 0.32 0.12 (loc) 14-16 16-18 13 18 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-20,15-17: 2x4 SPF 2100F 1.8E, 4-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 18-20,6-16,7-16,8-16: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-16, 8-16, 8-14, 10-13 REACTIONS.(lb/size)2=1744/0-3-8, 13=1790/0-5-8 Max Horz 2=312(LC 5) Max Uplift 2=-118(LC 6), 13=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5189/291, 4-5=-4419/300, 5-6=-2398/225, 6-7=-1669/241, 7-8=-1670/241, 8-10=-1816/194 BOT CHORD 2-20=-313/4446, 4-20=-4/1103, 16-18=-46/1786, 14-16=0/1536, 13-14=0/1157 WEBS 18-20=-216/3367, 5-20=-154/1970, 5-18=-1889/247, 6-18=-14/547, 6-16=-722/196, 7-16=-123/1213, 8-16=-371/183, 10-14=0/542, 10-13=-1976/67 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=118, 13=103. September 20,2019 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 B19902716 Truss T04 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609652 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-EA2DTL7Qebkdl5Rco?v37JDCVlPao2ILFHmiizybmXh Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 4x6 6x6 6x8 4x6 4x10 3x6 3x4 3x4 3x6 4x6 2x4 4x8 4x8 2x4 6x16 3x8 4x6 4x6 2x4 4x8 8-10-6 8-10-6 17-6-5 8-7-14 24-4-14 6-10-10 30-11-8 6-6-10 31-0-0 0-0-8 33-4-2 2-4-2 42-10-5 9-6-3 52-7-0 9-8-11 -1-2-8 1-2-8 8-10-6 8-10-6 17-6-5 8-7-14 24-4-14 6-10-10 31-0-0 6-7-2 33-4-2 2-4-2 39-8-4 6-4-2 46-0-6 6-4-2 52-7-0 6-6-10 53-9-8 1-2-8 0-8-310-10-1412-0-00-9-51-1-212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-3], [8:0-5-8,0-3-0], [12:0-0-4,0-0-8], [12:0-0-9,0-4-15], [12:Edge,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.38 0.87 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.55 0.06 0.05 (loc) 14-16 14-16 18 2-22 l/defl >769 >465 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,3-20,16-18,9-16,9-14,11-14: 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 3-20, 8-18, 9-16 2 Rows at 1/3 pts 6-18 REACTIONS.(lb/size)2=1324/0-3-8, 18=3084/0-3-8, 12=679/0-3-8 Max Horz 2=-267(LC 4) Max Uplift 2=-109(LC 6), 12=-142(LC 7) Max Grav 2=1354(LC 10), 18=3084(LC 1), 12=743(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1940/170, 3-5=-1076/210, 5-6=-801/225, 6-7=0/623, 7-8=0/621, 8-9=-56/486, 9-11=-639/212, 11-12=-864/192 BOT CHORD 2-22=-160/1575, 20-22=-160/1576, 19-20=-118/390, 18-19=-118/390, 7-18=-370/128, 12-14=-67/667 WEBS 3-22=0/384, 3-20=-914/180, 6-20=-52/798, 6-19=0/390, 6-18=-1750/132, 8-18=-1409/103, 8-16=-118/1030, 9-16=-751/176, 9-14=0/633, 11-14=-324/160 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) except (jt=lb) 2=109, 12=142. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 20,2019 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 B19902716 Truss T05 Truss Type Common Qty 2 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609653 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-iNcbhh73PvsUNF?oMjQIfWmPK9nHXfpUTxVFEPybmXg Scale = 1:41.9 1 2 3 4 5 6 7 8 9 10 5x8 3x4 5x12 4x6 2x4 2x4 5x8 3x4 9-11-8 9-11-8 19-11-0 9-11-8 -1-2-8 1-2-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 21-1-8 1-2-8 0-8-36-5-140-8-37.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-4-2,Edge], [10:0-6-0,0-3-0] 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-MS 0.25 0.72 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.03 0.02 (loc) 10-17 10-17 8 10 l/defl >999 >717 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=869/0-5-8, 8=869/0-5-8 Max Horz 2=-137(LC 4) Max Uplift 2=-75(LC 6), 8=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-996/122, 4-5=-856/101, 5-6=-856/101, 6-8=-996/122 BOT CHORD 2-10=-58/907, 8-10=-11/907 WEBS 5-10=-2/546, 6-10=-301/132, 4-10=-301/131 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) 2, 8. September 20,2019 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 B19902716 Truss T06 Truss Type Common Qty 2 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609654 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AZAzu18hAD_L?Pa?wQxXCkIYGY7UG6xeibFpnsybmXf Scale = 1:41.2 1 2 3 4 5 6 7 8 9 5x8 3x4 5x12 4x6 2x4 2x4 5x8 3x4 9-11-8 9-11-8 19-11-0 9-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 21-1-8 1-2-8 0-8-36-5-140-8-37.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-4-2,Edge], [9:0-6-0,0-3-0] 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-MS 0.37 0.72 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.03 0.02 (loc) 9-12 9-12 7 9-12 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=794/0-5-8, 7=871/0-5-8 Max Horz 1=-146(LC 4) Max Uplift 1=-36(LC 6), 7=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1006/127, 3-4=-862/104, 4-5=-861/103, 5-7=-1001/124 BOT CHORD 1-9=-64/918, 7-9=-13/910 WEBS 4-9=-5/548, 5-9=-301/132, 3-9=-310/136 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 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) 1, 7. September 20,2019 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 B19902716 Truss T07 Truss Type Common Qty 4 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609655 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AZAzu18hAD_L?Pa?wQxXCkIYGY7RG6xeibFpnsybmXf Scale = 1:40.6 1 2 3 4 5 6 7 8 5x8 3x4 5x8 3x4 5x12 4x6 2x4 2x4 9-11-8 9-11-8 19-11-0 9-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 0-8-36-5-140-8-37.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-4-2,Edge], [8:0-6-0,0-3-0] 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-MS 0.37 0.72 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.03 0.02 (loc) 8-11 8-11 7 8-11 l/defl >999 >709 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=797/0-5-8, 7=797/0-3-8 Max Horz 1=135(LC 5) Max Uplift 1=-36(LC 6), 7=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1010/129, 3-4=-866/106, 4-5=-866/106, 5-7=-1010/129 BOT CHORD 1-8=-76/921, 7-8=-50/921 WEBS 4-8=-8/550, 5-8=-309/136, 3-8=-309/136 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 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) 1, 7. September 20,2019 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 B19902716 Truss T08 Truss Type Common Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609656 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-elkL6M9JxW6CcZ9BT8TmlxrZIyVi?blnxF_MJIybmXe Scale = 1:32.6 1 2 3 4 5 9 8 7 6 4x8 3x4 3x6 3x8 8x8 3x4 8x8 8-11-8 8-11-8 17-11-0 8-11-8 -1-2-8 1-2-8 8-11-8 8-11-8 17-11-0 8-11-8 19-1-8 1-2-8 1-5-54-5-31-5-54.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [4:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.59 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.32 0.01 0.01 (loc) 7-9 7-9 6 7 l/defl >999 >665 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=786/0-3-8, 6=786/0-3-8 Max Horz 9=-39(LC 7) Max Uplift 9=-79(LC 4), 6=-79(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-961/134, 3-4=-961/134, 2-9=-706/191, 4-6=-706/191 BOT CHORD 7-9=-102/376, 6-7=-81/376 WEBS 3-7=0/277, 2-7=0/492, 4-7=0/492 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) 9, 6. September 20,2019 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 B19902716 Truss T09 Truss Type Common Qty 4 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609657 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-7xIjJiAxiqF2EikN1r_?H9OtuMogk1KwAvkvrkybmXd Scale = 1:31.2 1 2 3 4 5 6 8 7 4x6 3x6 3x6 3x6 3x8 2x4 2x4 8-11-8 8-11-8 17-11-0 8-11-8 -1-2-8 1-2-8 6-0-0 6-0-0 8-11-8 2-11-8 11-11-0 2-11-8 17-11-0 6-0-0 0-4-33-4-10-4-34.00 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-S 0.42 0.80 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.41 0.05 0.04 (loc) 6-7 6-7 6 6-7 l/defl >999 >512 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=702/0-3-8, 2=789/0-3-8 Max Horz 2=45(LC 4) Max Uplift 6=-37(LC 7), 2=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/221, 3-4=-1173/140, 4-5=-1174/143, 5-6=-1514/232 BOT CHORD 2-7=-162/1379, 6-7=-176/1394 WEBS 4-7=-47/619, 5-7=-392/163, 3-7=-375/146 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. September 20,2019 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 B19902716 Truss T10 Truss Type COMMON Qty 10 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609658 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-b8s6X2BZT8NvssJabZVEqMwzKm6vTJG4OZTTNAybmXc Scale = 1:57.1 1 2 3 4 5 6 10 9 8 711121314 4x6 3x6 3x4 3x8 3x4 3x4 3x6 4x8 4x8 10-11-8 10-11-8 21-11-0 10-11-8 -1-4-8 1-4-8 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 1-1-89-4-21-1-89.00 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.86 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.68 0.03 0.02 (loc) 8-10 8-10 7 8 l/defl >967 >383 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 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* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1052/0-3-8, 7=954/Mechanical Max Horz 10=223(LC 5) Max Uplift 10=-80(LC 6), 7=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/95, 3-4=-886/139, 4-5=-888/140, 5-6=-405/61, 2-10=-440/138, 6-7=-334/66 BOT CHORD 8-10=-75/775, 7-8=-34/786 WEBS 4-8=-62/634, 3-10=-710/36, 5-7=-721/74 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, 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) 10, 7. September 20,2019 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 B19902716 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 200 Bridgemont Job Reference (optional) I38609659 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3KPUkOBBDRVmT0um9G0TMaT7LAZpCnhDdDD0wdybmXb Scale = 1:30.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 3x4 5x6 3x4 4x8 8x8 4x8 8x8 4x8 6x8 6x8 6-0-13 6-0-13 11-10-3 5-9-5 17-11-0 6-0-13 4-7-8 4-7-8 8-11-8 4-4-0 13-3-8 4-4-0 17-11-0 4-7-8 1-5-54-5-31-5-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.44 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.04 0.06 (loc) 7-9 7-9 6 7-9 l/defl >999 >847 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS.(lb/size)10=4417/0-3-8, 6=4468/0-3-8 Max Horz 10=-28(LC 14) Max Uplift 10=-210(LC 5), 6=-212(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-823/77, 2-3=-6907/355, 3-4=-6869/353, 4-5=-828/77, 1-10=-421/59, 5-6=-422/59 BOT CHORD 9-10=-293/5969, 7-9=-200/5072, 6-7=-289/5938 WEBS 3-7=-117/2486, 4-7=-17/1213, 3-9=-120/2547, 2-9=-17/1222, 2-10=-6075/285, 4-6=-6033/284 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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) 10=210, 6=212. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 934 lb down and 44 lb up at 2-0-12, 934 lb down and 44 lb up at 4-0-12, 934 lb down and 44 lb up at 6-0-12, 934 lb down and 44 lb up at 8-0-12, 934 lb down and 44 lb up at 10-0-12, 934 lb down and 44 lb up at 12-0-12, and 934 lb down and 44 lb up at 14-0-12, and 934 lb down and 44 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Continued on page 2 September 20,2019 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 B19902716 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 200 Bridgemont Job Reference (optional) I38609659 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:36 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3KPUkOBBDRVmT0um9G0TMaT7LAZpCnhDdDD0wdybmXb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-934(B) 7=-934(B) 9=-934(B) 11=-934(B) 12=-934(B) 13=-934(B) 14=-934(B) 15=-934(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902716 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609660 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3KPUkOBBDRVmT0um9G0TMaTBFAV?C_7DdDD0wdybmXb Scale = 1:20.4 1 2 3 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-6-07.00 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 0.56 0.68 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=214/5-11-10, 3=214/5-11-10 Max Horz 1=96(LC 6) Max Uplift 3=-47(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 20,2019 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 B19902716 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609661 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XWzsxkCp_ldd5ATyizXivn0OvZxixRNNstyaS3ybmXa Scale = 1:14.5 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-4-07.00 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 0.44 0.27 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: 9 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=134/3-11-10, 3=134/3-11-10 Max Horz 1=60(LC 6) Max Uplift 3=-29(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 20,2019 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 B19902716 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609662 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XWzsxkCp_ldd5ATyizXivn0TcZ?CxRNNstyaS3ybmXa Scale = 1:8.7 1 2 3 2x4 2x4 2x4 2-0-0 2-0-0 0-0-41-2-07.00 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 0.07 0.04 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=54/1-11-10, 3=54/1-11-10 Max Horz 1=24(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 20,2019 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 B19902716 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609663 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?jXE94DSl3lUjK29Gh2xS?YbwzJ?gumW4Xi7_VybmXZ Scale = 1:22.3 1 2 3 5 4 3x4 2x4 2x4 2x4 2x4 8-11-7 8-11-7 0-0-43-8-125.00 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 0.23 0.14 0.06 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/8-10-13, 4=117/8-10-13, 5=399/8-10-13 Max Horz 1=104(LC 6) Max Uplift 4=-18(LC 6), 5=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-293/175 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) 4, 5. September 20,2019 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 B19902716 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609664 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?jXE94DSl3lUjK29Gh2xS?YVLzFagudW4Xi7_VybmXZ Scale: 3/4"=1' 1 2 3 3x6 3x6 2x4 6-1-13 6-1-13 0-0-42-6-125.00 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 0.58 0.42 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: 13 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=212/6-1-4, 3=212/6-1-4 Max Horz 1=68(LC 6) Max Uplift 1=-4(LC 6), 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) 1, 3. September 20,2019 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 B19902716 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609665 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Tv5cMQE4WMtLKUdLqOZA_C5mTNf2PLtfJBRgWyybmXY Scale = 1:9.8 1 2 3 2x4 2x4 2x4 3-4-4 3-4-4 0-0-41-4-125.00 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 3-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/3-3-10, 3=100/3-3-10 Max Horz 1=32(LC 6) Max Uplift 1=-2(LC 6), 3=-15(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) 1, 3. September 20,2019 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 B19902716 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609666 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-x5f?amEiHg?CydCXO65PXQexSn_b8ndpYrBE3OybmXX Scale = 1:33.9 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-8-13 17-8-13 17-9-4 0-0-7 8-10-10 8-10-10 17-9-4 8-10-10 0-0-45-2-30-0-47.00 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 0.23 0.26 0.10 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: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-7. (lb) - Max Horz 1=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=402(LC 10), 6=402(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-298/141, 4-6=-300/142 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, 9, 6. September 20,2019 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 B19902716 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609667 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-x5f?amEiHg?CydCXO65PXQeuTn0z8n4pYrBE3OybmXX Scale = 1:26.3 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 13-9-4 13-8-13 6-10-10 6-10-10 13-9-4 6-10-10 0-0-44-0-30-0-47.00 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 0.07 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: 35 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=-86(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=274(LC 1), 8=307(LC 10), 6=307(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 20,2019 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 B19902716 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609668 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PIDNn6FK2_73anmjxpce3dA4?BKDtFZynVwnbqybmXW Scale = 1:19.6 1 2 3 4 3x6 4x6 3x6 2x4 9-8-13 9-8-13 9-9-4 0-0-7 4-10-10 4-10-10 9-9-4 4-10-10 0-0-42-10-30-0-47.00 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 0.37 0.23 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: 23 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=165/9-8-7, 3=165/9-8-7, 4=366/9-8-7 Max Horz 1=-59(LC 4) 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 20,2019 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 B19902716 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609669 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-uUnl?RGypHFwBxLwVX7tcrjH8agzciG6?9gL7GybmXV Scale = 1:13.2 1 2 3 4 2x4 4x6 2x4 2x4 5-8-13 5-8-13 5-9-4 0-0-7 2-10-10 2-10-10 5-9-4 2-10-10 0-0-41-8-30-0-47.00 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 5-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/5-8-7, 3=97/5-8-7, 4=180/5-8-7 Max Horz 1=-32(LC 4) Max Uplift 1=-14(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 20,2019 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 B19902716 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609670 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-MgL7CnHaabNnp5w63Ee692GPi__FL92FEpPufjybmXU Scale = 1:17.6 1 2 3 4 3x4 4x6 3x4 2x4 0-0-12 0-0-12 11-1-9 11-0-13 5-6-13 5-6-13 11-1-9 5-6-13 0-0-41-10-40-0-44.00 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 0.42 0.26 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: 23 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=158/11-0-1, 3=158/11-0-1, 4=424/11-0-1 Max Horz 1=15(LC 4) Max Uplift 1=-18(LC 6), 3=-20(LC 5), 4=-3(LC 6) Max Grav 1=164(LC 10), 3=164(LC 11), 4=424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-284/117 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, 4. September 20,2019 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 B19902716 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609671 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-MgL7CnHaabNnp5w63Ee692GJH_xML9sFEpPufjybmXU Scale = 1:12.2 1 2 3 2x4 2x4 2x4 5-9-10 5-9-10 0-0-41-8-53.50 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 0.83 0.51 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: 11 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 5-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/5-8-12, 3=185/5-8-12 Max Horz 1=42(LC 4) Max Uplift 1=-10(LC 4), 3=-22(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 20,2019 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 B19902716 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 200 Bridgemont Job Reference (optional) I38609672 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 10:15:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qtuVQ7ICLvVeRFVIdy9LhGodfOMV4c6PTT9RC9ybmXT Scale = 1:7.8 1 2 3 2x4 2x4 2x4 3-6-3 3-6-3 0-0-41-0-53.50 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 0.00 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 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/3-5-6, 3=94/3-5-6 Max Horz 1=22(LC 4) Max Uplift 1=-5(LC 4), 3=-11(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 20,2019 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