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HomeMy WebLinkAbout8LV - 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). November 2,2020 Liu, Xuegang Pages or sheets covered by this seal: I43457771 thru I43457838 My license renewal date for the state of Indiana is July 31, 2022. B20003293 Wedgewood 8 Laura Vista IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE01 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457771 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:44:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-LuarQymygQTAX4Y3UhFzls9fkdWx0XaXtHzS4nyNCT2 Scale = 1:79.6 1 2 3 4 56 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 54 55 56 3x6 4x6 5x10 MT18HS 3x6 3x4 6x8 3x8 3x6 3x8 4x6 3x6 3x4 6x8 6x8 6x8 3x6 6-11-86-11-8 10-9-23-9-10 13-7-82-10-613-11-00-3-8 22-1-108-2-10 32-10-1210-9-2 -1-2-8 1-2-8 6-11-8 6-11-8 10-9-2 3-9-10 13-7-8 2-10-6 22-1-10 8-6-2 27-6-0 5-4-6 32-10-12 5-4-12 34-1-4 1-2-8 1-2-1412-0-01-2-145-0-012-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [15:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.73 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.02 0.01 (loc) 12-13 12-13 12 13 l/defl >605 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15,7-15,7-13: 2x4 SPF No.2, 2-22,10-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 24-25,34-35,36-37,16-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 6-15, 7-15, 8-13, 2-21 REACTIONS.All bearings 13-11-0 except (jt=length) 12=0-10-0. (lb) - Max Horz 22=-347(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 22=-223(LC 11), 15=-238(LC 6), 18=-125(LC 7), 21=-131(LC 7), 12=-115(LC 11), 16=-101(LC 16), 20=-248(LC 16) Max Grav All reactions 250 lb or less at joint(s) 17, 19 except 22=480(LC 18), 15=1049(LC 26), 15=881(LC 1), 18=401(LC 1), 21=859(LC 17), 12=959(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-654/247, 8-10=-523/191, 2-22=-449/302, 10-12=-533/211 BOT CHORD 21-22=-462/662, 20-21=-172/391, 19-20=-260/334, 18-19=-259/341, 17-18=-217/354, 16-17=-218/359, 15-16=-251/343, 13-15=-8/475, 12-13=0/492 WEBS 4-18=-208/256, 6-15=-311/160, 7-15=-690/83, 7-13=-84/682, 8-13=-263/292, 2-21=-317/331, 8-12=-423/28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 28-9-10, Exterior(2E) 28-9-10 to 34-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 22, 238 lb uplift at joint 15, 125 lb uplift at joint 18, 131 lb uplift at joint 21, 115 lb uplift at joint 12, 101 lb uplift at joint 16 and 248 lb uplift at joint 20. Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE01 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457771 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:44:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-LuarQymygQTAX4Y3UhFzls9fkdWx0XaXtHzS4nyNCT2 NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457772 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-lTGz3zoqzLrlOXGd9qogMVnFAqcjD0nzZEC6h6yNCT? Scale = 1:78.8 1234567891011121314151617181920 21 22 23 24 25 26 27 28 29 30 313265 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 35 34 334x6 4x6 5x6 3x6 3x4 3x6 5x6 3x6 5x6 5x6 5x6 17-4-817-4-8 39-0-021-7-8 17-4-8 17-4-8 24-4-0 6-11-8 39-0-0 14-8-0 40-2-8 1-2-8 10-4-1412-0-01-7-21-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0], [19:0-1-12,0-0-0], [20:0-0-0,0-1-12], [20:0-4-8,0-2-4], [25:0-3-0,0-3-0], [33:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.47 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.13 (loc) 31 31 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 385 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 31-33: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 24-40,25-39,26-38,27-37,28-36,29-35,30-34: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 14-51 WEBS 1 Row at midpt 1-65, 2-64, 3-63, 4-61, 5-60, 6-59, 7-58, 8-57, 9-56, 10-55, 11-54, 12-53, 13-52, 15-49, 16-48, 17-47, 18-46, 19-45, 21-44, 22-43, 23-41 REACTIONS.All bearings 39-0-0. (lb) - Max Horz 65=-446(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 65, 64, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 48, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36 except 33=-184(LC 9), 50=-160(LC 9), 52=-132(LC 9), 49=-317(LC 6), 34=-315(LC 11), 51=-223(LC 6) Max Grav All reactions 250 lb or less at joint(s) 65, 64, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 49, 48, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36, 35, 34, 51 except 33=431(LC 6), 50=266(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 26-27=-267/170, 27-28=-295/187, 28-29=-324/207, 29-30=-335/214, 30-31=-447/278, 31-33=-320/133 BOT CHORD 64-65=-234/361, 63-64=-234/361, 61-63=-234/361, 60-61=-234/361, 59-60=-234/361, 58-59=-234/361, 57-58=-234/361, 56-57=-234/361, 55-56=-234/361, 54-55=-234/361, 53-54=-234/361, 52-53=-234/361, 51-52=-234/361, 49-50=-226/348, 48-49=-226/348, 47-48=-226/348, 46-47=-226/348, 45-46=-226/348, 44-45=-226/348, 43-44=-226/348, 41-43=-226/348, 40-41=-226/348, 39-40=-226/348, 38-39=-226/348, 37-38=-226/348, 36-37=-226/348, 35-36=-226/348, 34-35=-226/348, 33-34=-226/348 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-4-0, Exterior(2N) 5-4-0 to 19-0-6, Corner(3R) 19-0-6 to 29-7-10, Exterior(2N) 29-7-10 to 34-8-0, Corner(3E) 34-8-0 to 40-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 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.Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457772 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-lTGz3zoqzLrlOXGd9qogMVnFAqcjD0nzZEC6h6yNCT? NOTES- 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) 51 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 65, 64, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 48, 47, 46, 45, 44, 43, 41, 40, 39, 38, 37, 36 except (jt=lb) 33=184, 50=160, 52=132, 49=317, 34=315, 51=223. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 65, 64, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457773 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-A2x6h?riFGDKF??CqyMN_7Pp12X8QFZQGCQmGRyNCSy Scale = 1:107.2 12 3 4 5 67 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 50 51 52 53 54 55 56 57 6x6 4x6 6x6 3x4 5x6 3x6 3x4 4x8 8x16 3x4 4x6 3x6 3x4 8x16 3x8 4x6 8x10 4x6 5x12 4x6 4x8 3x6 8x10 6x8 3x6 5x12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-0 1-8-0 8-8-0 7-0-0 17-10-0 9-2-0 27-3-0 9-5-0 27-3-8 0-0-8 37-11-0 10-7-8 44-0-0 6-1-0 48-9-4 4-9-4 48-11-0 0-1-12 50-7-0 1-8-0 1-8-0 1-8-0 8-8-0 7-0-0 13-4-4 4-8-4 17-10-0 4-5-12 22-6-12 4-8-12 27-3-8 4-8-12 32-7-4 5-3-12 37-11-0 5-3-12 44-0-0 6-1-0 48-11-0 4-11-0 50-7-0 1-8-0 51-9-8 1-2-8 3-10-1410-4-1412-0-00-10-141-0-01-7-21-7-212-0-09.00 12 Plate Offsets (X,Y)-- [12:0-7-12,0-4-8], [13:0-1-12,0-1-5], [17:Edge,0-2-8], [18:0-2-8,0-1-8], [22:0-8-0,0-3-4], [28:Edge,0-2-8], [42:0-1-12,0-1-0], [49:0-1-9,0-1-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.93 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.57 0.04 0.03 (loc) 24-26 20-21 17 5 l/defl >939 >451 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 381 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-28,5-23,12-17: 2x3 SPF No.2, 22-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-22,20-22,9-22,9-20,10-20: 2x4 SPF No.2 1-29,13-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 32-33,34-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,22-23,16-17. 1 Row at midpt 5-24, 8-22 WEBS 1 Row at midpt 4-26, 4-24, 6-22, 9-22, 10-20, 11-20 REACTIONS.All bearings 0-3-8 except (jt=length) 15=0-10-0. (lb) - Max Horz 29=-320(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 29 except 22=-333(LC 7), 17=-161(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 22=2432(LC 2), 17=699(LC 18), 15=364(LC 18), 29=1069(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-572/131, 2-3=-1012/220, 3-4=-720/245, 4-5=-601/242, 5-6=-597/243, 6-8=-66/428, 8-9=-64/433, 9-10=-389/285, 10-11=-559/276, 11-12=-372/150, 1-29=-1118/187 BOT CHORD 2-27=-686/229, 26-27=-289/691, 24-26=-198/791, 5-24=-260/123, 8-22=-310/137, 18-20=-7/462, 16-17=-624/188 WEBS 2-26=-182/340, 3-26=-9/292, 4-24=-279/109, 22-24=-100/258, 6-24=-140/906, 6-22=-1162/290, 9-22=-895/150, 9-20=-14/584, 11-20=-287/195, 16-18=-14/474, 11-16=-384/69, 12-15=-254/3, 27-29=-275/360, 1-27=-187/974 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 16-1-15, Interior(1) 16-1-15 to 30-5-1, Exterior(2R) 30-5-1 to 45-4-15, Interior(1) 45-4-15 to 46-5-14, Exterior(2E) 46-5-14 to 51-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 29 except (jt=lb) 22=333, 17=161. Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457773 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:05 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-A2x6h?riFGDKF??CqyMN_7Pp12X8QFZQGCQmGRyNCSy NOTES- 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457774 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-addFJ1tbYBbv6SknW4v4cm1D3FahdXAsyAfQtmyNCSv Scale = 1:102.9 12 3 456 78 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 53 54 55 56 57 58 59 60 61 62 6x8 4x6 6x16 3x4 4x6 3x4 5x6 3x6 3x4 4x6 3x6 3x6 4x6 3x6 6x16 4x6 5x12 4x8 3x8 6x10 6x8 6x8 6x6 6x10 8x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-8-01-8-0 6-8-75-0-7 11-8-155-0-7 17-10-06-1-1 26-4-18-6-1 34-10-18-6-1 34-10-30-0-2 43-1-48-3-1 48-10-105-9-6 50-7-01-8-6 1-8-0 1-8-0 6-8-7 5-0-7 11-8-15 5-0-7 17-10-0 6-1-1 26-4-1 8-6-1 34-10-1 8-6-1 34-10-3 0-0-2 43-1-4 8-3-1 48-10-10 5-9-6 49-10-2 0-11-8 50-7-0 0-8-14 51-9-8 1-2-8 3-10-148-0-52-2-212-8-90-10-141-0-012-8-99.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [8:0-8-0,0-2-13], [12:0-5-8,Edge], [15:0-1-6,0-1-1], [15:0-2-12,0-2-0], [17:0-3-8,0-1-8], [19:0-3-8,0-2-0], [26:0-2-8,0-1-8], [28:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.82 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.11 0.08 (loc) 19-21 21-22 15 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 412 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-28: 2x3 SPF No.2, 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-16,1-29,13-15: 2x4 SPF-S Stud 4-24,4-23,7-23,7-21,8-21,8-19,9-19,9-17: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 30-31,32-33,40-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 4-8, 10-16, 12-13. Except: 6-0-0 oc bracing: 10-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-23 WEBS 1 Row at midpt 3-24, 7-21, 8-21, 8-19, 9-17, 9-12 REACTIONS. (size) 17=0-3-8, 15=0-10-0, 29=0-3-8 Max Horz 29=-284(LC 8) Max Uplift 17=-329(LC 7), 15=-160(LC 11), 29=-190(LC 7) Max Grav 17=2280(LC 2), 15=450(LC 24), 29=1925(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-968/371, 2-3=-1900/546, 3-4=-1929/630, 4-5=-1804/614, 5-7=-1799/613, 7-8=-1656/544, 8-9=-1243/390, 12-13=-372/292, 1-29=-1894/625, 13-15=-428/382 BOT CHORD 2-27=-1199/233, 26-27=-509/899, 24-26=-503/1463, 23-24=-378/1478, 5-23=-449/215, 19-21=-216/1102, 16-17=-96/283 WEBS 2-26=-85/878, 3-26=-349/111, 4-24=-115/403, 4-23=-249/733, 21-23=-344/1537, 7-23=-116/292, 7-21=-760/342, 8-21=-234/1017, 8-19=-865/341, 9-19=-319/1587, 9-17=-1887/561, 13-16=-82/264, 27-29=-337/290, 1-27=-463/1498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-5-5, Exterior(2R) 6-5-5 to 17-0-8, Interior(1) 17-0-8 to 29-6-8, Exterior(2R) 29-6-8 to 40-1-11, Interior(1) 40-1-11 to 44-6-8, Exterior(2E) 44-6-8 to 51-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=329, 15=160, 29=190. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457774 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-addFJ1tbYBbv6SknW4v4cm1D3FahdXAsyAfQtmyNCSv NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457775 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-xaQ8NkxkNkEBDEclIeVFJpkBtGSEI?lb5SMBZzyNCSq Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 89 88 87 86 85 84 83 82 81 8079 78 77 76 75 74 73 72 71 70 69 68 6766 6564 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 4x8 8x8 4x6 4x6 4x6 3x6 6x6 5x6 4x6 3x6 54-11-854-11-8 -1-2-8 1-2-8 15-8-15 15-8-15 38-10-1 23-1-3 54-11-8 16-1-7 0-10-1412-8-90-7-812-8-99.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [9:0-4-0,0-4-8], [14:0-3-0,0-3-4], [33:0-3-0,0-3-4], [55:0-3-0,0-3-0], [89:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.02 0.00 (loc) 1 1 46 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 568 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 9-82,8-83,7-84,6-85,5-86,4-87,3-88,37-54,39-53,40-52,41-51,42-50 ,43-49,44-48,45-47: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 33-58, 32-59, 31-60, 30-61, 29-62, 28-63, 26-64, 25-65, 24-67, 23-68, 22-69, 21-70, 20-71, 19-72, 18-73, 17-74, 16-75, 15-76, 13-77, 12-78, 11-80, 10-81, 34-57, 35-56, 36-55, 37-54 REACTIONS.All bearings 54-11-8. (lb) - Max Horz 89=-332(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 80, 81, 82, 83, 84, 85, 86, 87, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46 except 89=-187(LC 6), 88=-177(LC 10) Max Grav All reactions 250 lb or less at joint(s) 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 80, 81, 82, 83, 84, 85, 86, 87, 88, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46 except 89=295(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/275, 9-10=-137/252, 10-11=-157/282, 11-12=-186/314, 12-13=-212/353, 13-14=-206/340, 14-15=-188/322, 15-16=-188/322, 16-17=-188/322, 17-18=-188/322, 18-19=-188/322, 19-20=-188/322, 20-21=-188/322, 21-22=-188/322, 22-23=-188/322, 23-24=-188/322, 24-25=-188/322, 25-26=-188/322, 26-28=-188/322, 28-29=-188/322, 29-30=-188/322, 30-31=-188/322, 31-32=-188/322, 32-33=-189/323, 33-34=-215/359, 34-35=-206/341, 35-36=-177/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-2-1, Exterior(2N) 4-2-1 to 10-2-15, Corner(3R) 10-2-15 to 21-6-1, Exterior(2N) 21-6-1 to 33-4-2, Corner(3R) 33-4-2 to 44-2-1, Exterior(2N) 44-2-1 to 49-5-9, Corner(3E) 49-5-9 to 54-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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. Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457775 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Pn_Wa4yM81M2qNBxsL0Ur0HMcgoT1S?kK66l5QyNCSp NOTES- 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) 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 80, 81, 82, 83, 84, 85, 86, 87, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46 except (jt=lb) 89=187, 88=177. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457776 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-tzYunQy_vLUvSXm7Q2XjOEqSJ4zfljluZmrIdsyNCSo Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 28 29 30 31 3x4 3x4 5x8 4x6 3x6 2x4 3x6 6x10 3x4 3x8 3x4 4x6 5x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-1-02-1-0 6-5-34-4-3 12-11-16-5-14 21-11-08-11-15 -1-2-8 1-2-8 1-1-8 1-1-8 2-1-0 0-11-8 6-5-3 4-4-3 12-11-1 6-5-14 17-8-0 4-8-15 21-11-0 4-3-0 23-1-8 1-2-8 1-6-13-11-49-9-1112-0-01-6-112-0-014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-6-13,0-2-7], [6:0-5-4,0-2-0], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.79 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.01 0.02 (loc) 12-13 12-13 12 15 l/defl >999 >616 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 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* 5-16,6-15,6-13,7-13: 2x4 SPF No.2, 2-17,10-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 20-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-16, 6-7. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 3-6 REACTIONS. (size) 17=0-3-8, 12=0-3-8 Max Horz 17=-404(LC 8) Max Uplift 17=-77(LC 11), 12=-89(LC 11) Max Grav 17=1054(LC 2), 12=1049(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-812/312, 3-5=-192/314, 5-6=-118/254, 6-7=-470/364, 7-8=-808/400, 8-10=-360/240, 2-17=-1022/374, 10-12=-412/287 BOT CHORD 16-17=-349/375, 15-16=-248/676, 13-15=-148/503, 12-13=-9/523 WEBS 3-6=-803/231, 3-15=-249/344, 6-15=-172/366, 6-13=-107/275, 7-13=-104/305, 8-13=-184/282, 2-16=-59/568, 8-12=-678/71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 6-5-3, Exterior(2R) 6-5-3 to 17-9-2, Exterior(2E) 17-9-2 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457777 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-tzYunQy_vLUvSXm7Q2XjOEqZI48xlw0uZmrIdsyNCSo Scale = 1:18.3 1 2 3 54 2x4 3x4 2x4 2x4 -1-2-8 1-2-8 1-3-8 1-3-8 1-6-13-0-214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=1-3-8, 4=1-3-8 Max Horz 5=144(LC 9) Max Uplift 5=-63(LC 6), 4=-135(LC 9) Max Grav 5=226(LC 18), 4=96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=135. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457778 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-pLgeC6_ERykdhrwWXTZBTfvuqtp8Dm6B04KPikyNCSm Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1918 34 35 3x6 3x6 4x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-6-819-6-8 -1-2-8 1-2-8 9-9-4 9-9-4 19-6-8 9-9-4 20-9-0 1-2-8 1-2-1411-0-21-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.15 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 145 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* 9-25,8-26,10-24: 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 9-25, 8-26, 10-24 REACTIONS.All bearings 19-6-8. (lb) - Max Horz 33=325(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=-219(LC 6), 18=-179(LC 7), 32=-248(LC 10), 19=-235(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20, 19 except 33=305(LC 18), 18=272(LC 17), 25=386(LC 11), 32=275(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-114/253, 6-7=-156/333, 7-8=-203/428, 8-9=-220/458, 9-10=-220/458, 10-11=-203/428, 11-12=-156/333, 12-13=-114/253 WEBS 9-25=-549/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 4-5-4, Corner(3R) 4-5-4 to 15-1-4, Exterior(2N) 15-1-4 to 15-5-6, Corner(3E) 15-5-6 to 20-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=219, 18=179, 32=248, 19=235. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss GE09 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457779 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-HYE1QS?sCGsUJ?Vi5B4Q0sSy3H6uyGuKFk4yEByNCSl Scale = 1:61.3 1 23 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 3x6 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-1313-2-13 13-2-13 13-2-13 0-0-49-11-29.00 12 Plate Offsets (X,Y)-- [11:0-4-0,Edge], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.31 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 10-13 REACTIONS.All bearings 13-2-13. (lb) - Max Horz 1=370(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 14, 15, 16, 17, 18, 19, 20 except 12=-109(LC 9) Max Grav All reactions 250 lb or less at joint(s) 12, 1, 13, 14, 15, 16, 17, 18, 19, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/228, 2-4=-308/192, 4-5=-282/180, 5-6=-253/161 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-4 to 5-8-14, Exterior(2N) 5-8-14 to 7-9-8, Corner(3E) 7-9-8 to 13-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 14, 15, 16, 17, 18, 19, 20 except (jt=lb) 12=109. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457780 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-HYE1QS?sCGsUJ?Vi5B4Q0sS_6H3Xy8?KFk4yEByNCSl Scale = 1:85.2 1 2 3 4 7 6 5 8 9 3x6 3x4 5x6 3x4 4x8 6x8 6x8 10-8-106-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 1-2-1415-1-145-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.46 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.20 0.11 (loc) 5-6 5-6 5 6 l/defl >999 >751 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* 4-5: 2x6 SPF No.2, 2-5: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=525(LC 10) Max Uplift 5=-422(LC 10) Max Grav 5=633(LC 17), 7=542(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1226/367, 1-7=-633/285 BOT CHORD 6-7=-778/662, 5-6=-842/1179 WEBS 2-6=-892/1431, 2-5=-1386/1007, 1-6=-66/704 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 8-4-10, Exterior(2E) 8-4-10 to 13-8-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=422. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457781 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-mkoPdn?Uya_Lx94vfucfY4_AQhWqhkBTUOpWmdyNCSk Scale = 1:18.0 1 2 3 5 4 2x4 2x4 3x6 4x6 1-9-21-9-2 -1-8-8 1-8-8 1-9-2 1-9-2 1-6-12-11-82-8-00-3-82-11-89.90 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=140(LC 9) Max Uplift 5=-52(LC 10), 4=-76(LC 9) Max Grav 5=240(LC 1), 4=70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss M03 Truss Type Monopitch Qty 7 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457782 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-mkoPdn?Uya_Lx94vfucfY4_ElhWrhkMTUOpWmdyNCSk Scale = 1:18.6 1 2 3 5 4 2x4 2x4 3x6 3x4 1-4-01-4-0 -1-2-8 1-2-8 1-4-0 1-4-0 1-6-13-0-122-9-40-3-83-0-1214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=103(LC 10) Max Uplift 4=-105(LC 10) Max Grav 5=176(LC 1), 4=45(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=105. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 8 Laura Vista Job Reference (optional) I43457783 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-EwLnr707jt6CYIf5Dc7u5HXGh5mFQ_Sdi2Z3I3yNCSj Scale = 1:86.5 1 2 3 4 765891011121314 3x6 2x4 6x6 4x6 4x10 10x10 5x6 10-8-106-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 1-2-1415-1-1412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [6:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.45 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.07 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 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* 4-5,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=531(LC 8) Max Uplift 5=-1117(LC 8), 7=-518(LC 4) Max Grav 5=2558(LC 2), 7=2493(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2200/510, 1-7=-1769/331 BOT CHORD 6-7=-741/587, 5-6=-652/1481 WEBS 3-6=-840/2761, 3-5=-2233/979, 1-6=-358/1009 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=1117, 7=518. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 644 lb down and 238 lb up at 2-0-12, 644 lb down and 238 lb up at 4-0-12, 644 lb down and 238 lb up at 6-0-12, 630 lb down and 238 lb up at 8-0-12, and 634 lb down and 238 lb up at 10-0-12, and 644 lb down and 238 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 8 Laura Vista Job Reference (optional) I43457783 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:20 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-EwLnr707jt6CYIf5Dc7u5HXGh5mFQ_Sdi2Z3I3yNCSj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-568(F) 9=-568(F) 10=-568(F) 11=-568(F) 12=-568(F) 14=-568(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457784 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-i7v92T1lUBE3ASDHmJe7eV4ZKVA?9bXmxiIcrWyNCSi Scale = 1:58.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-7-018-7-0 12-9-8 12-9-8 18-7-0 5-9-8 0-4-109-5-100-1-85-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.16 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 70 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.All bearings 17-10-13. (lb) - Max Horz 2=303(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10 except 11=-162(LC 10), 13=-177(LC 10), 9=-146(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 2=263(LC 18), 10=480(LC 17), 11=472(LC 17), 13=482(LC 17), 9=405(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/258 WEBS 5-10=-271/103, 4-11=-280/210, 3-13=-294/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Interior(1) 5-7-0 to 7-5-14, Exterior(2R) 7-5-14 to 13-2-2, Exterior(2E) 13-2-2 to 18-5-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 10 except (jt=lb) 11=162, 13=177, 9=146. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB02 Truss Type GABLE Qty 6 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457785 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-AJTXFp2NFVMwocoTK09MAicl5uWHu1iwAM2ANyyNCSh Scale = 1:59.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-4-024-4-0 11-6-8 11-6-8 24-4-0 12-9-8 0-9-129-5-100-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-4], [15:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.01 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 lb FT = 20% GRIP 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. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 23-7-13. (lb) - Max Horz 15=-245(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 7 except 13=-159(LC 10), 14=-184(LC 10), 10=-161(LC 11), 9=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15, 7 except 11=409(LC 19), 13=485(LC 17), 14=440(LC 17), 10=474(LC 18), 9=480(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-206/257 WEBS 3-13=-285/211, 2-14=-272/214, 5-10=-280/210, 6-9=-294/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 6-2-14, Exterior(2R) 6-2-14 to 16-10-2, Interior(1) 16-10-2 to 18-9-0, Exterior(2E) 18-9-0 to 24-0-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 7 except (jt=lb) 13=159, 14=184, 10=161, 9=176. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457786 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-AJTXFp2NFVMwocoTK09MAiclWuXDu4fwAM2ANyyNCSh Scale = 1:32.5 1 2 3 4 65 2x4 2x4 2x4 2x4 2x4 7-3-07-3-00-4-105-3-120-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=6-6-13, 2=6-6-13, 6=6-6-13 Max Horz 2=204(LC 10) Max Uplift 5=-55(LC 10), 6=-155(LC 10) Max Grav 5=123(LC 17), 2=129(LC 19), 6=345(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/146 WEBS 3-6=-261/285 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=155. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB04 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457787 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-6ibIgV3dn6cd1wysSRBqF7h5biCoMxIDdgXGRqyNCSf Scale = 1:59.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-7-025-7-0 12-9-8 12-9-8 25-7-0 12-9-8 0-4-109-5-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.01 -0.01 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 85 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 24-2-11. (lb) - Max Horz 2=240(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-161(LC 10), 15=-177(LC 10), 11=-161(LC 11), 10=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=391(LC 20), 14=473(LC 17), 15=481(LC 17), 11=473(LC 18), 10=480(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-279/211, 3-15=-294/218, 6-11=-279/210, 7-10=-294/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Interior(1) 5-7-0 to 7-5-14, Exterior(2R) 7-5-14 to 18-1-2, Interior(1) 18-1-2 to 20-0-0, Exterior(2E) 20-0-0 to 25-3-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=161, 15=177, 11=161, 10=176. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB05 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457788 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-au9gur4FYQkUf4X2?9i3oLEDs6WY5QeMsKHq_HyNCSe Scale = 1:35.7 1 2 3 45 6 4x6 3x6 3x6 2x4 11-4-811-4-8 5-8-4 5-8-4 11-4-8 5-8-4 0-5-35-6-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-14], [4:0-6-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 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. (size) 2=10-3-2, 4=10-3-2, 6=10-3-2 Max Horz 2=139(LC 9) Max Uplift 2=-49(LC 11), 4=-53(LC 11), 6=-9(LC 10) Max Grav 2=258(LC 1), 4=258(LC 1), 6=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB06 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457789 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-24j25B5tJjsLHD6FZsEILYnQxWt7qsmV5z0NWjyNCSd Scale = 1:56.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-1-323-1-3 11-6-9 11-6-9 23-1-3 11-6-9 0-4-108-6-70-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.16 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 75 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-8-13. (lb) - Max Horz 2=-216(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-170(LC 10), 15=-145(LC 10), 11=-170(LC 11), 10=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=383(LC 20), 13=463(LC 17), 15=377(LC 17), 11=462(LC 18), 10=377(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-292/220, 6-11=-292/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Interior(1) 5-7-0 to 6-3-0, Exterior(2R) 6-3-0 to 16-10-3, Interior(1) 16-10-3 to 17-6-2, Exterior(2E) 17-6-2 to 22-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 13=170, 15=145, 11=170, 10=145. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB07 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457790 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-XHGQJX6W41?CuNhR7alXtmJe3vFZZLtfJdmx29yNCSc Scale = 1:13.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 3-11-23-11-2 1-11-9 1-11-9 3-11-2 1-11-9 0-5-102-2-00-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 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 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-10-14, 4=2-10-14, 6=2-10-14 Max Horz 2=-54(LC 6) Max Uplift 2=-25(LC 11), 4=-25(LC 11) Max Grav 2=83(LC 1), 4=83(LC 1), 6=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PB08 Truss Type GABLE Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457791 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-XHGQJX6W41?CuNhR7alXtmJbKvEVZLifJdmx29yNCSc Scale = 1:15.2 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-5-146-5-14 4-6-6 4-6-6 6-5-14 1-11-8 0-4-32-1-140-1-80-5-100-1-86.05 12 14.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-0], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 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. (size) 2=5-0-8, 4=5-0-8, 6=5-0-8 Max Horz 2=59(LC 7) Max Uplift 2=-49(LC 10), 4=-42(LC 11) Max Grav 2=184(LC 1), 4=88(LC 1), 6=176(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457792 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-TfOBjC7mceFw8hrqE?n?yBPykjw51DHynxF172yNCSa Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-4-024-4-0 11-6-8 11-6-8 24-4-0 12-9-8 0-9-129-5-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.08 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 19 19 19 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 141 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* 10-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-29 REACTIONS.All bearings 23-7-13. (lb) - Max Horz 39=-246(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 21, 19 except 39=-187(LC 8), 38=-206(LC 10) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 32, 33, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 22, 21, 19 except 39=264(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-2-8, Exterior(2R) 6-2-8 to 16-10-8, Interior(1) 16-10-8 to 18-9-0, Exterior(2E) 18-9-0 to 24-0-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 21, 19 except (jt=lb) 39=187, 38=206. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457793 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-P2Wx8u908GVeN?_CMPpT2cUJdXc?V89EEFk8BxyNCSY Scale = 1:74.9 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 28 27 26 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-3-029-3-0 14-7-8 14-7-8 29-3-0 14-7-8 0-4-1010-10-20-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 24 24 24 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-35,12-36,11-38,14-34,15-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-35, 12-36, 11-38, 14-34, 15-33 REACTIONS.All bearings 27-10-11. (lb) - Max Horz 2=-275(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-3-8, Interior(1) 5-3-8 to 9-3-8, Exterior(2R) 9-3-8 to 19-11-8, Interior(1) 19-11-8 to 23-8-0, Exterior(2E) 23-8-0 to 28-11-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457794 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-pdC4nwBvQBtDESjn1YNAfE6qLke1iVdhwDyooFyNCSV Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-811-4-8 5-8-4 5-8-4 11-4-8 5-8-4 0-5-35-6-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-2. (lb) - Max Horz 2=-139(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457795 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-IplS_GCXBU?4scIzbFuPCSf_b8_GRz_q9tiMKiyNCSU Scale = 1:15.2 1 2 3 4 5 6 87 4x6 2x4 2x4 2x4 2x4 2x4 6-5-146-5-14 4-6-6 4-6-6 6-5-14 1-11-8 0-4-32-1-140-1-80-5-100-1-86.05 12 14.00 12 Plate Offsets (X,Y)-- [4:0-3-14,0-2-0], [5:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-8. (lb) - Max Horz 2=59(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457796 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-m?JqBcD9yo7wTmtA9zPekfBAdYKMAPP_OXRvt8yNCST Scale = 1:56.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 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 2x4 2x4 2x4 2x4 3x4 23-1-323-1-3 11-6-9 11-6-9 23-1-3 11-6-9 0-4-108-6-70-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [31:0-0-0,0-1-12], [31:0-3-0,0-1-4], [32:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 18 18 18 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 120 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. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 21-8-13. (lb) - Max Horz 2=216(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Interior(1) 5-7-0 to 6-2-9, Exterior(2R) 6-2-9 to 16-10-9, Interior(1) 16-10-9 to 17-6-2, Exterior(2E) 17-6-2 to 22-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss PBE06 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457797 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-ECtCPxDnj6Fn5wSMigwtHtkLYxguvtI7cBBTPayNCSS Scale = 1:13.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 3-11-23-11-2 1-11-9 1-11-9 3-11-2 1-11-9 0-5-102-2-00-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 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 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-10-14, 4=2-10-14, 6=2-10-14 Max Horz 2=-54(LC 6) Max Uplift 2=-25(LC 11), 4=-25(LC 11) Max Grav 2=83(LC 1), 4=83(LC 1), 6=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T01 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457798 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-iORacHEPUPNej31YGOR6q4HJ6Lq9e73Grrw0x1yNCSR Scale = 1:80.9 1 2 3 4 56 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 3x6 4x6 5x10 MT18HS 3x4 8x14 MT18HS 3x8 MT18HS 3x6 3x8 4x6 3x6 5x6 6x8 6x8 6x8 3x6 6-11-86-11-8 10-9-23-9-10 13-7-82-10-613-9-40-1-12 22-1-108-4-6 32-10-1210-9-2 -1-2-8 1-2-8 6-11-8 6-11-8 10-9-2 3-9-10 13-7-8 2-10-6 22-1-10 8-6-2 27-6-0 5-4-6 32-10-12 5-4-12 34-1-4 1-2-8 1-2-1412-0-01-2-145-0-012-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [8:0-3-0,0-3-0], [14:0-10-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.72 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.07 0.24 (loc) 11-12 11-12 14 11-12 l/defl >610 >366 n/a >963 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-14,7-14,7-12: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-14, 7-14, 8-12, 2-16 REACTIONS. (size) 17=0-3-8, 14=0-3-8, 11=0-10-0 Max Horz 17=-348(LC 8) Max Uplift 17=-211(LC 11), 14=-473(LC 7), 11=-345(LC 6) Max Grav 17=493(LC 18), 14=1935(LC 2), 11=813(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-269/90, 4-5=-167/465, 5-6=-80/328, 6-7=-95/467, 7-8=-496/508, 8-9=-431/337, 2-17=-481/304, 9-11=-453/319 BOT CHORD 16-17=-462/671, 15-16=-278/384, 14-15=-485/209, 12-14=-82/300, 11-12=-159/395 WEBS 4-16=-216/625, 4-15=-768/310, 5-15=-338/69, 6-15=-107/621, 6-14=-855/341, 7-14=-886/195, 7-12=-333/634, 8-12=-272/277, 2-16=-255/324, 8-11=-336/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 28-9-10, Exterior(2E) 28-9-10 to 34-1-4 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 14 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=211, 14=473, 11=345. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T02 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457799 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Aa?zqdF1FjVVKDclq5zLMIpUplBqNaaQ4VgZTTyNCSQ Scale = 1:77.9 1 2 34 5 6 7 14 13 12 11 10 98 15 16 17 18 19 6x8 4x6 5x10 MT18HS 3x4 3x4 8x14 MT18HS 3x8 3x6 3x8 4x6 3x6 3x4 6x8 6x8 6-11-8 6-11-8 10-9-2 3-9-10 13-7-8 2-10-6 13-9-4 0-1-12 22-1-10 8-4-6 32-7-8 10-5-14 6-11-8 6-11-8 10-9-2 3-9-10 13-7-8 2-10-6 22-1-10 8-6-2 27-6-0 5-4-6 32-7-8 5-1-8 1-2-1412-0-01-6-25-0-012-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-4-4,0-1-12], [5:0-8-4,0-1-12], [11:0-10-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.69 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.06 0.21 (loc) 8-9 8-9 11 8-9 l/defl >672 >402 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 7-8,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 4-11, 5-11, 6-9, 1-13 REACTIONS. (size) 14=0-3-8, 11=0-3-8, 8=0-3-8 Max Horz 14=-300(LC 8) Max Uplift 14=-165(LC 11), 11=-476(LC 7), 8=-311(LC 6) Max Grav 14=407(LC 18), 11=1945(LC 2), 8=726(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/62, 2-3=-124/449, 3-4=-50/319, 4-5=-67/453, 5-6=-482/413, 6-7=-327/214, 7-8=-285/171, 1-14=-356/199 BOT CHORD 13-14=-406/578, 12-13=-229/339, 11-12=-503/219, 9-11=-103/281, 8-9=-174/376 WEBS 2-13=-196/575, 2-12=-753/353, 3-12=-319/47, 4-12=-103/599, 4-11=-844/338, 5-11=-882/266, 5-9=-321/620, 6-9=-263/275, 6-8=-390/205, 1-13=-202/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 27-2-2, Exterior(2E) 27-2-2 to 32-5-12 zone; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 11 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=165, 11=476, 8=311. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T03 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457800 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-enZL1zGg01dMyNAxOoUavVMex9UW64iZJ9P70vyNCSP Scale = 1:79.6 12345 6 7 8 9 1018171615 14 13 12 11 19 20 21 22 23 24 3x6 2x4 3x6 5x8 3x6 3x6 2x4 3x4 3x6 3x8 2x4 6x10 3x8 3x6 2x4 3x12 4x6 4x6 8-9-88-9-8 17-0-88-3-0 17-4-80-4-0 24-4-06-11-8 31-6-127-2-12 39-0-07-5-4 8-9-8 8-9-8 17-4-8 8-7-0 24-4-0 6-11-8 31-6-12 7-2-12 39-0-0 7-5-4 40-2-8 1-2-8 10-4-1412-0-01-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-0], [9:0-7-10,Edge], [15:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.86 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.02 0.02 (loc) 16-18 16-18 9 9-11 l/defl >870 >538 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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* 2-18,2-15,5-15,5-13: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 4-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-15 WEBS 1 Row at midpt 1-18, 2-18, 2-15, 5-15, 7-13 REACTIONS. (size) 18=Mechanical, 15=0-3-8, 9=0-3-8 Max Horz 18=-475(LC 11) Max Uplift 18=-218(LC 6), 15=-133(LC 6), 9=-207(LC 11) Max Grav 18=679(LC 2), 15=2022(LC 2), 9=1026(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-27/316, 4-5=-25/319, 5-7=-510/296, 7-9=-1091/252 BOT CHORD 16-18=-110/487, 15-16=-110/487, 4-15=-475/233, 11-13=-44/745, 9-11=-44/745 WEBS 2-18=-481/211, 2-16=0/584, 2-15=-837/94, 13-15=0/351, 5-15=-860/130, 5-13=-125/657, 7-13=-701/272, 7-11=0/421 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 19-0-6, Exterior(2R) 19-0-6 to 29-7-10, Interior(1) 29-7-10 to 34-10-14, Exterior(2E) 34-10-14 to 40-2-8 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=218, 15=133, 9=207. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-6z7jFJGInKlDaXl7xW?pRjvt2ZtyrVpjXp9gYLyNCSO Scale = 1:71.9 1 2 3 4 5 67 11 10 98 12 17 18 19 20 21 3x6 5x10 MT18HS 6x16 3x4 5x12 4x6 3x6 3x6 2x4 4x8 3x6 3x6 3x6 7-5-47-5-4 14-8-07-2-12 21-11-07-3-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-11-0 7-3-0 1-0-012-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.65 0.65 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 -0.04 0.07 (loc) 8-9 8-9 2 11-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,4-9: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt 4-9, 6-9, 7-9, 7-17 REACTIONS. (size) 2=0-3-8, 17=0-3-0 Max Horz 2=472(LC 10) Max Uplift 2=-56(LC 10), 17=-196(LC 10) Max Grav 2=1112(LC 17), 17=988(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1192/97, 4-6=-652/59, 6-7=-449/119 BOT CHORD 2-11=-348/969, 9-11=-348/969 WEBS 4-11=0/375, 4-9=-681/298, 7-9=-230/838, 7-17=-989/242 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-2-1, Exterior(2R) 7-2-1 to 22-1-15 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=196. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-6z7jFJGInKlDaXl7xW?pRjvt2ZtyrVpjXp9gYLyNCSO LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-7=-50, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-18=19, 4-18=14, 4-6=26, 6-7=26, 8-13=-12 Horz: 1-2=-51, 2-18=-31, 4-18=-26, 4-6=-38 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 8-13=-20 Horz: 1-2=-10, 2-6=15 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-7=28, 8-13=-12 Horz: 1-2=-10, 2-6=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=28, 8-13=-12 Horz: 1-2=-17, 2-6=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-7=8, 8-13=-20 Horz: 1-2=9, 2-6=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=8, 8-13=-20 Horz: 1-2=-17, 2-6=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-13=-12 Horz: 1-2=-34, 2-6=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-13=-12 Horz: 1-2=-17, 2-6=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-13=-12 Horz: 1-2=-34, 2-6=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-13=-12 Horz: 1-2=-17, 2-6=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-9, 8-13=-20 Horz: 1-2=-34, 2-6=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 8-13=-20 Horz: 1-2=-17, 2-6=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-20, 13-19=-40, 19-20=-60, 20-21=-40, 8-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-7=-29, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=6, 2-6=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-29, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-13, 2-6=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-7=-42, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-26, 2-6=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-42, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-13, 2-6=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:41 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-6z7jFJGInKlDaXl7xW?pRjvt2ZtyrVpjXp9gYLyNCSO LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 8-13=-12 Horz: 1-2=-16, 2-6=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 8-13=-12 Horz: 1-6=-16 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-18=19, 4-18=14, 4-6=26, 6-7=26, 8-13=-12 Horz: 1-2=-51, 2-18=-31, 4-18=-26, 4-6=-38 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 8-13=-20 Horz: 1-2=-10, 2-6=15 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-7=28, 8-13=-12 Horz: 1-2=-10, 2-6=3 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=28, 8-13=-12 Horz: 1-2=-17, 2-6=-23 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-7=8, 8-13=-20 Horz: 1-2=9, 2-6=14 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=8, 8-13=-20 Horz: 1-2=-17, 2-6=-11 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-13=-12 Horz: 1-2=-34, 2-6=-40 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-13=-12 Horz: 1-2=-17, 2-6=-23 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-13=-12 Horz: 1-2=-34, 2-6=-40 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-13=-12 Horz: 1-2=-17, 2-6=-23 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-9, 8-13=-20 Horz: 1-2=-34, 2-6=-28 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 8-13=-20 Horz: 1-2=-17, 2-6=-11 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-7=-29, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=6, 2-6=11 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-29, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-13, 2-6=-8 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-7=-42, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-26, 2-6=-21 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-42, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 1-2=-13, 2-6=-8 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:41 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-6z7jFJGInKlDaXl7xW?pRjvt2ZtyrVpjXp9gYLyNCSO LOAD CASE(S) Standard Except: 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 8-13=-12 Horz: 1-2=-16, 2-6=16 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 6-7=4, 8-13=-12 Horz: 1-6=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457802 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-a9g5SfHwYet4BhKJVDW2_wR3pyC3ax7smTuD4oyNCSN Scale = 1:89.6 1 2 34567 8 9 10 11 1221 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 8x8 5x6 4x6 6x8 4x6 3x4 3x6 3x4 3x4 3x6 3x8 4x6 4x6 4x6 8x16 3x8 4x6 2x4 4x8 4x6 1-7-28-8-0 8-8-0 17-11-12 9-3-12 27-3-0 9-3-4 27-3-8 0-0-8 34-3-0 6-11-8 41-5-12 7-2-12 48-11-0 7-5-4 8-8-0 8-8-0 14-10-8 6-2-8 21-1-0 6-2-8 27-3-8 6-2-8 34-3-0 6-11-8 41-5-12 7-2-12 48-11-0 7-5-4 50-1-8 1-2-8 3-10-1410-4-1412-0-01-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-12], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.72 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.02 0.03 (loc) 17-18 17-18 11 13-24 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-20,15-17,9-15,9-13,1-20: 2x3 SPF No.2, 1-21: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 6-17 WEBS 1 Row at midpt 2-20, 3-20, 3-18, 4-17, 7-17, 9-15 REACTIONS. (size) 21=0-3-8, 17=0-3-8, 11=0-3-8 Max Horz 21=-343(LC 6) Max Uplift 21=-111(LC 10), 17=-187(LC 6), 11=-216(LC 11) Max Grav 21=1093(LC 25), 17=2527(LC 2), 11=967(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-959/216, 2-3=-669/264, 3-4=-594/241, 4-6=0/445, 6-7=0/449, 7-9=-427/309, 9-11=-990/271, 1-21=-965/184 BOT CHORD 20-21=-240/331, 18-20=-203/762, 17-18=-151/443, 6-17=-439/209, 13-15=-61/691, 11-13=-61/691 WEBS 3-18=-375/149, 4-18=-24/792, 4-17=-1253/227, 15-17=0/307, 7-17=-940/118, 7-15=-122/674, 9-15=-712/276, 9-13=0/393, 1-20=-105/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 16-1-15, Interior(1) 16-1-15 to 26-9-1, Exterior(2R) 26-9-1 to 41-5-12, Interior(1) 41-5-12 to 44-9-14, Exterior(2E) 44-9-14 to 50-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=111, 17=187, 11=216. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457803 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-3METf?IYJy0xprvW3x1HX8_JAMVCJQu??7encEyNCSM Scale = 1:92.4 1 2 3 4 5 67 89 10 11 12 13 1426 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 6x6 4x6 6x8 4x6 3x4 5x6 3x6 3x4 4x8 8x16 3x4 3x4 3x6 4x8 4x6 8x10 4x6 3x8 4x6 2x4 4x8 4x6 4x6 3x6 5x12 5x6 1-8-01-8-0 8-8-07-0-0 17-10-09-2-0 27-3-09-5-0 27-3-80-0-8 34-3-06-11-8 41-5-127-2-12 48-11-07-5-4 1-8-0 1-8-0 8-8-0 7-0-0 13-3-0 4-7-0 17-10-0 4-7-0 22-6-12 4-8-12 27-3-8 4-8-12 34-3-0 6-11-8 41-5-12 7-2-12 48-11-0 7-5-4 50-1-8 1-2-8 3-10-1410-4-1412-0-01-0-01-7-21-7-212-0-09.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [19:0-8-0,0-3-4], [25:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.92 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.54 0.05 0.03 (loc) 21-23 21-23 13 5 l/defl >942 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-25,5-20: 2x3 SPF No.2, 19-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,9-19,9-17: 2x4 SPF No.2, 1-26: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 4-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,19-20,17-18. 1 Row at midpt 5-21, 8-19 WEBS 1 Row at midpt 4-23, 4-21, 6-19, 9-19, 11-17 REACTIONS. (size) 19=0-3-8, 13=0-3-8, 26=0-3-8 Max Horz 26=-346(LC 6) Max Uplift 19=-222(LC 7), 13=-231(LC 11), 26=-110(LC 10) Max Grav 19=2518(LC 2), 13=952(LC 18), 26=1043(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-556/137, 2-3=-981/220, 3-4=-694/245, 4-5=-550/243, 5-6=-546/244, 6-8=-37/534, 8-9=-36/537, 9-11=-403/333, 11-13=-989/290, 1-26=-1087/198 BOT CHORD 2-24=-676/244, 23-24=-297/685, 21-23=-215/777, 5-21=-273/130, 8-19=-409/195, 15-17=-75/675, 13-15=-76/673 WEBS 2-23=-194/316, 3-23=-18/270, 4-21=-318/96, 6-21=-138/941, 6-19=-1172/266, 17-19=0/256, 9-19=-992/115, 9-17=-118/672, 11-17=-716/271, 11-15=0/417, 24-26=-286/391, 1-24=-181/951 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 16-1-15, Interior(1) 16-1-15 to 26-9-1, Exterior(2R) 26-9-1 to 41-6-2, Interior(1) 41-6-2 to 44-9-14, Exterior(2E) 44-9-14 to 50-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=222, 13=231, 26=110. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457804 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-?kME4gKorZGf283uAM3lcZ3YlAA8nIGISR7uh7yNCSK Scale = 1:99.3 1 2 3 456 78 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 6x8 4x6 5x6 4x6 3x4 5x6 3x6 3x4 4x6 3x6 3x6 4x6 3x6 6x16 3x12 4x8 4x10 5x6 4x6 6x10 8x8 8x8 3x6 4x6 1-8-01-8-0 6-8-75-0-7 11-8-155-0-7 17-10-06-1-1 26-4-18-6-1 34-10-18-6-1 43-1-48-3-3 50-7-07-5-12 1-8-0 1-8-0 6-8-7 5-0-7 11-8-15 5-0-7 17-10-0 6-1-1 26-4-1 8-6-1 34-10-1 8-6-1 42-7-5 7-9-3 43-1-4 0-5-15 50-7-0 7-5-12 51-9-8 1-2-8 3-10-1412-8-90-10-141-0-012-8-99.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [8:0-3-12,0-2-12], [13:Edge,0-5-4], [13:0-1-12,0-0-0], [14:0-2-8,0-2-0], [18:0-3-8,0-1-8], [23:0-2-8,0-1-8], [25:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.96 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.11 0.07 (loc) 16-18 16-18 13 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 317 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-25: 2x3 SPF No.2, 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-21,4-20,7-20,7-18,7-16,8-16: 2x4 SPF No.2 1-26,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,14-16 9-8-5 oc bracing: 23-24. 1 Row at midpt 5-20 WEBS 1 Row at midpt 10-14, 3-21 2 Rows at 1/3 pts 7-16 REACTIONS. (size) 14=0-3-8, 13=0-10-0, 26=0-3-8 Max Horz 26=-379(LC 6) Max Uplift 14=-94(LC 11), 13=-118(LC 11), 26=-124(LC 10) Max Grav 14=2278(LC 2), 13=443(LC 18), 26=1924(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-993/189, 2-3=-1899/296, 3-4=-1927/389, 4-5=-1802/393, 5-7=-1797/394, 7-8=-1089/348, 8-10=-1493/328, 10-11=-254/116, 1-26=-1918/291, 11-13=-345/156 BOT CHORD 2-24=-1199/178, 23-24=-370/990, 21-23=-327/1534, 20-21=-283/1538, 5-20=-448/214, 16-18=-254/1653 WEBS 2-23=-135/877, 3-23=-347/137, 4-21=-91/408, 4-20=-266/733, 18-20=-255/1543, 7-20=-111/303, 7-18=0/303, 7-16=-1053/265, 8-16=-11/482, 10-16=-190/1252, 10-14=-1928/304, 1-24=-204/1497, 24-26=-353/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 19-2-14, Interior(1) 19-2-14 to 27-4-2, Exterior(2R) 27-4-2 to 42-4-0, Interior(1) 42-4-0 to 46-5-14, Exterior(2E) 46-5-14 to 51-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 14 except (jt=lb) 13=118, 26=124. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457805 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-x7U_VML3MAWNISDHIn6Dh_8uDzupFAqbwlc_l?yNCSI Scale = 1:101.1 1 2 3 456 78 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 40 6x8 4x6 6x16 3x4 4x6 3x4 5x6 3x6 3x4 4x6 3x6 3x6 4x6 3x6 6x16 4x6 5x12 4x8 3x8 6x10 6x8 8x8 6x6 6x10 8x8 3x6 1-8-01-8-0 6-8-75-0-7 11-8-155-0-7 17-10-06-1-1 26-4-18-6-1 34-10-18-6-1 34-10-30-0-2 43-1-48-3-1 48-10-105-9-6 50-7-01-8-6 1-8-0 1-8-0 6-8-7 5-0-7 11-8-15 5-0-7 17-10-0 6-1-1 26-4-1 8-6-1 34-10-1 8-6-1 34-10-3 0-0-2 43-1-4 8-3-1 48-10-10 5-9-6 49-10-2 0-11-8 50-7-0 0-8-14 51-9-8 1-2-8 3-10-148-0-52-2-212-8-90-10-141-0-012-8-99.00 12 4.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [8:0-8-0,0-2-13], [12:0-5-10,0-1-4], [15:0-1-6,0-1-1], [15:0-2-12,0-2-0], [17:0-3-8,0-1-8], [19:0-3-8,0-2-0], [26:0-2-8,0-1-8], [28:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.82 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.11 0.08 (loc) 19-21 21-22 15 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 341 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-28: 2x3 SPF No.2, 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-16,1-29,13-15: 2x4 SPF-S Stud 4-24,4-23,7-23,7-21,8-21,8-19,9-19,9-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 4-8, 10-16, 12-13. Except: 6-0-0 oc bracing: 10-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-23 WEBS 1 Row at midpt 3-24, 7-21, 8-21, 8-19, 9-17, 9-12 REACTIONS. (size) 17=0-3-8, 15=0-10-0, 29=0-3-8 Max Horz 29=318(LC 10) Max Uplift 17=-419(LC 7), 15=-159(LC 11), 29=-190(LC 7) Max Grav 17=2280(LC 2), 15=450(LC 24), 29=1925(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-947/293, 2-3=-1900/514, 3-4=-1929/608, 4-5=-1804/597, 5-7=-1799/597, 7-8=-1656/529, 8-9=-1243/374, 12-13=-372/402, 1-29=-1894/572, 13-15=-428/477 BOT CHORD 2-27=-1199/292, 26-27=-454/865, 24-26=-476/1463, 23-24=-361/1478, 5-23=-449/215, 19-21=-201/1102, 16-17=-172/283 WEBS 2-26=-92/878, 3-26=-349/117, 4-24=-122/393, 4-23=-243/733, 21-23=-330/1537, 7-23=-113/286, 7-21=-760/340, 8-21=-235/1017, 8-19=-865/346, 9-19=-319/1587, 9-17=-1887/578, 13-16=-164/264, 27-29=-366/232, 1-27=-469/1498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-5-5, Exterior(2R) 6-5-5 to 17-0-8, Interior(1) 17-0-8 to 29-6-8, Exterior(2R) 29-6-8 to 40-1-11, Interior(1) 40-1-11 to 44-6-8, Exterior(2E) 44-6-8 to 51-9-8 zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 17=419, 15=159, 29=190. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457806 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-tVclw2NJuom4XmMgPB8hmPEEinZQj45uN255quyNCSG Scale = 1:93.9 1 2 34567 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 37 38 8x8 6x8 4x6 6x8 3x4 4x6 4x6 3x6 4x6 4x8 3x6 4x8 2x4 2x4 4x8 5x12 3x8 8x10 6x8 8x8 3x6 3x6 3-11-123-11-12 11-8-157-9-3 19-5-147-9-0 27-1-27-7-4 34-10-17-9-0 34-10-30-0-2 43-1-48-3-1 48-10-105-9-6 50-7-01-8-6 3-11-12 3-11-12 11-8-15 7-9-3 19-5-14 7-9-0 27-1-2 7-7-4 34-10-1 7-9-0 34-10-3 0-0-2 43-1-4 8-3-1 48-10-10 5-9-6 49-10-2 0-11-8 50-7-0 0-8-14 51-9-8 1-2-8 3-10-148-0-52-2-212-8-90-10-1412-8-99.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [11:0-5-12,Edge], [14:0-1-6,0-1-1], [14:0-2-12,0-2-0], [16:0-3-8,0-1-8], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.27 0.08 0.07 (loc) 19-21 19-21 14 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 9-15,1-25,12-14: 2x4 SPF-S Stud 2-24,2-23,8-11,11-16,1-24,12-15: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-11 max.): 3-7, 9-15, 11-12. Except: 6-0-0 oc bracing: 9-11 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-8 oc bracing: 23-24. WEBS 1 Row at midpt 3-23, 3-21, 4-21, 7-18, 8-16, 8-11 2 Rows at 1/3 pts 6-18 REACTIONS. (size) 25=0-3-8, 16=0-3-8, 14=0-10-0 Max Horz 25=318(LC 10) Max Uplift 25=-187(LC 7), 16=-441(LC 7), 14=-160(LC 11) Max Grav 25=1979(LC 2), 16=2357(LC 2), 14=419(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1444/334, 2-3=-1885/529, 3-4=-1766/559, 4-6=-1766/560, 6-7=-1123/392, 7-8=-1255/368, 11-12=-336/387, 1-25=-1950/423, 12-14=-398/464 BOT CHORD 24-25=-317/185, 23-24=-443/1172, 21-23=-335/1410, 19-21=-322/1681, 18-19=-322/1681, 15-16=-154/253 WEBS 2-24=-784/289, 2-23=-152/443, 3-21=-234/735, 4-21=-482/234, 6-19=0/442, 6-18=-1105/239, 8-18=-325/1636, 8-16=-1957/595, 1-24=-300/1544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-5-5, Exterior(2R) 6-5-5 to 17-0-8, Interior(1) 17-0-8 to 29-6-8, Exterior(2R) 29-6-8 to 40-1-11, Interior(1) 40-1-11 to 44-6-8, Exterior(2E) 44-6-8 to 51-9-8 zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 25=187, 16=441, 14=160. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T10 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457807 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-qujVLkOZQP0on3W2XcA9rqJebbGbB09BqMaCvmyNCSE Scale = 1:101.5 1 23 4 5 678910 11 12 13 14 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 41 42 43 4x6 6x8 4x6 6x8 3x4 3x4 4x6 5x8 4x6 3x6 4x6 2x4 3x6 5x8 2x4 2x4 5x8 5x8 3x6 6x8 4x8 3x6 3x6 7-11-11 7-11-11 15-8-15 7-9-3 23-5-14 7-9-0 31-1-2 7-7-4 38-7-8 7-6-6 38-10-1 0-2-9 38-10-3 0-0-2 46-0-7 7-2-3 53-2-10 7-2-3 54-11-8 1-8-14 -1-2-8 1-2-8 7-11-11 7-11-11 15-8-15 7-9-3 23-5-14 7-9-0 31-1-2 7-7-4 38-10-1 7-9-0 38-10-3 0-0-2 46-0-7 7-2-3 53-2-10 7-2-3 54-11-8 1-8-14 0-10-147-11-01-11-312-8-90-7-812-8-99.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-0-1], [6:0-5-4,0-3-0], [13:0-5-8,Edge], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.76 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.06 0.05 (loc) 21-22 22-24 18 24-30 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 12-15: 2x4 SPF-S Stud, 4-24,4-22,11-16,13-16: 2x3 SPF No.2 6-21,9-21,9-18: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10, 13-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 6-21, 7-21, 9-21, 10-18, 11-18 2 Rows at 1/3 pts 9-18 REACTIONS. (size) 14=0-3-8, 2=0-3-8, 18=0-3-8 Max Horz 2=507(LC 10) Max Uplift 14=-116(LC 11), 2=-148(LC 10), 18=-452(LC 7) Max Grav 14=213(LC 24), 2=1625(LC 25), 18=3415(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2058/373, 4-6=-1502/407, 6-7=-956/349, 7-9=-956/349, 9-10=-39/762, 10-11=-105/847, 13-14=-273/195 BOT CHORD 2-24=-615/1601, 22-24=-615/1601, 21-22=-373/1110, 19-21=-143/370, 18-19=-143/370, 16-18=-265/57 WEBS 4-24=0/407, 4-22=-729/314, 6-22=-102/798, 6-21=-451/151, 7-21=-483/234, 9-21=-290/1144, 9-19=0/442, 9-18=-2053/450, 10-18=-614/259, 11-18=-944/231, 11-16=0/400, 11-13=-35/417, 13-16=-333/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-3-7, Interior(1) 4-3-7 to 10-2-15, Exterior(2R) 10-2-15 to 21-2-14, Interior(1) 21-2-14 to 33-4-2, Exterior(2R) 33-4-2 to 44-4-1, Interior(1) 44-4-1 to 47-6-15, Exterior(2E) 47-6-15 to 54-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=116, 2=148, 18=452. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457808 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-ifz0B5R4UeWEFhqpmSF50gUC?CdK7ncnl_YP2XyNCSA Scale = 1:101.4 1 23 4 5 678910 11 12 13 14 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 41 42 43 4x6 6x8 4x6 6x6 3x4 3x4 5x8 6x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x8 2x4 2x4 4x8 4x8 3x8 6x16 8x10 3x6 3x8 MT18HS 7-11-117-11-11 15-8-157-9-3 23-5-147-9-0 31-1-27-7-4 38-10-17-9-0 38-10-30-0-2 46-0-77-2-3 53-2-107-2-3 54-11-81-8-14 -1-2-8 1-2-8 7-11-11 7-11-11 15-8-15 7-9-3 23-5-14 7-9-0 31-1-2 7-7-4 38-10-1 7-9-0 38-10-3 0-0-2 46-0-7 7-2-3 53-2-10 7-2-3 54-11-8 1-8-14 0-10-147-11-01-11-312-8-90-7-812-8-99.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [6:0-5-4,0-3-0], [14:0-8-0,0-0-2], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.77 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.44 0.18 0.14 (loc) 19-21 19-21 14 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 337 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-15,4-24,4-22,11-16,13-16: 2x3 SPF No.2 11-13: 2x4 SPF 2100F 1.8E WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-15 max.): 6-10, 13-15. BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 1 Row at midpt 4-22, 6-21, 7-21, 9-21, 9-18, 11-13, 13-16 REACTIONS. (size) 14=0-3-8, 2=0-3-8 Max Horz 2=510(LC 10) Max Uplift 14=-310(LC 7), 2=-221(LC 7) Max Grav 14=2518(LC 2), 2=2615(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3590/713, 4-6=-3079/755, 6-7=-2839/765, 7-9=-2839/765, 9-10=-2405/646, 10-11=-2594/643, 13-14=-3857/846 BOT CHORD 2-24=-884/2749, 22-24=-884/2749, 21-22=-658/2376, 19-21=-699/2861, 18-19=-699/2861, 16-18=-521/1970, 15-16=-595/3198, 14-15=-621/3113 WEBS 4-24=0/377, 4-22=-647/302, 6-22=-95/755, 6-21=-269/958, 7-21=-480/233, 9-19=0/447, 9-18=-958/193, 10-18=0/482, 11-18=-130/797, 11-16=0/569, 11-13=-3063/698, 13-16=-1251/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-3-7, Interior(1) 4-3-7 to 10-2-15, Exterior(2R) 10-2-15 to 21-2-14, Interior(1) 21-2-14 to 33-4-2, Exterior(2R) 33-4-2 to 44-4-1, Interior(1) 44-4-1 to 47-7-7, Exterior(2E) 47-7-7 to 54-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=310, 2=221. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T12 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457809 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:45:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-bRCW0TUaYs1gkI7b?IK2AWewEp0N3dyMgcWdBJyNCS6 Scale: 1/8"=1' 12 3 4 5 678910 11 12 13 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 4x6 6x8 4x6 5x6 4x6 6x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x8 2x4 2x4 4x8 4x8 4x6 2x4 5x8 3x8 MT18HS3x8 MT18HS 7-11-117-11-11 15-8-157-9-3 23-5-147-9-0 31-1-27-7-4 38-10-17-9-0 46-10-98-0-7 54-11-88-0-15 -1-2-8 1-2-8 7-11-11 7-11-11 15-8-15 7-9-3 23-5-14 7-9-0 31-1-2 7-7-4 38-10-1 7-9-0 46-10-9 8-0-7 54-11-8 8-0-15 0-10-1412-8-90-7-812-8-99.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [6:0-5-4,0-3-0], [10:0-4-0,0-2-12], [13:0-8-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.70 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.45 0.19 0.12 (loc) 17-19 17-19 13 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-20,12-16,12-14: 2x3 SPF No.2 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except 2-0-0 oc purlins (4-1-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-19, 7-19, 9-19, 9-16, 12-16 REACTIONS. (size) 2=0-3-8, 13=0-3-8 Max Horz 2=323(LC 9) Max Uplift 2=-200(LC 10), 13=-177(LC 11) Max Grav 2=2615(LC 2), 13=2544(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3590/413, 4-6=-3079/484, 6-7=-2840/504, 7-9=-2840/504, 9-10=-2411/476, 10-12=-3128/492, 12-13=-3745/434 BOT CHORD 2-22=-344/2749, 20-22=-344/2749, 19-20=-275/2376, 17-19=-243/2859, 16-17=-243/2859, 14-16=-239/2902, 13-14=-239/2902 WEBS 4-22=0/377, 4-20=-647/301, 6-20=-94/755, 6-19=-278/960, 7-19=-484/234, 9-17=0/444, 9-16=-948/280, 10-16=-84/1433, 12-16=-789/316, 12-14=0/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-3-7, Interior(1) 4-3-7 to 7-11-10, Exterior(2R) 7-11-10 to 23-5-14, Interior(1) 23-5-14 to 31-0-13, Exterior(2R) 31-0-13 to 46-10-9, Interior(1) 46-10-9 to 49-5-9, Exterior(2E) 49-5-9 to 54-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=200, 13=177. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T13 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457810 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-?0uffUXTqnPEbls9gQtlo8GTg008GzBoMakHneyNCS3 Scale = 1:72.2 1 2 34 5 6 7 8 9 10 15 14 13 12 1116 17 18 19 20 3x6 4x6 8x8 3x6 3x8 MT18HS3x8 3x4 3x4 3x4 3x6 5x8 5x8 3x6 8-11-158-11-15 12-11-13-11-2 21-11-08-11-15 -1-2-8 1-2-8 4-3-0 4-3-0 8-11-15 4-8-15 12-11-1 3-11-2 17-8-0 4-8-15 21-11-0 4-3-0 23-1-8 1-2-8 1-6-112-0-01-6-112-0-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.83 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.48 0.02 0.01 (loc) 11-12 11-12 11 12 l/defl >905 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 131 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size) 15=0-3-8, 11=0-3-8 Max Horz 15=368(LC 9) Max Uplift 15=-85(LC 10), 11=-85(LC 11) Max Grav 15=1051(LC 2), 11=1053(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/178, 3-5=-806/266, 5-6=-539/247, 6-8=-808/266, 8-9=-373/178, 2-15=-421/179, 9-11=-422/179 BOT CHORD 14-15=-198/696, 12-14=-49/546, 11-12=0/548 WEBS 3-14=-255/282, 5-14=-116/383, 6-12=-138/419, 8-12=-255/282, 3-15=-694/59, 8-11=-695/59 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-14, Exterior(2R) 4-1-14 to 17-9-2, Exterior(2E) 17-9-2 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T14 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457811 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-TCS1sqX5b5X5DvRME8O_LMpfCQLr?QeybEUrK4yNCS2 Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 5x8 4x6 3x6 2x4 3x6 6x10 3x4 3x8 3x4 4x6 5x8 3x4 2-1-02-1-0 6-5-34-4-3 12-11-16-5-14 21-11-08-11-15 -1-2-8 1-2-8 1-1-8 1-1-8 2-1-0 0-11-8 6-5-3 4-4-3 12-11-1 6-5-14 17-8-0 4-8-15 21-11-0 4-3-0 23-1-8 1-2-8 1-6-13-11-49-9-1112-0-01-6-112-0-014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-7-3,0-2-7], [6:0-5-4,0-2-0], [7:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.80 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.01 0.02 (loc) 12-13 12-13 12 15 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 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* 5-16,6-15,6-13,7-13: 2x4 SPF No.2, 2-17,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-16, 6-7. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 3-6 REACTIONS. (size) 17=0-3-8, 12=0-3-8 Max Horz 17=-404(LC 8) Max Uplift 17=-77(LC 11), 12=-89(LC 11) Max Grav 17=1054(LC 2), 12=1051(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-813/312, 3-5=-192/314, 5-6=-118/254, 6-7=-471/364, 7-8=-809/400, 8-10=-361/240, 2-17=-1023/374, 10-12=-413/287 BOT CHORD 16-17=-349/375, 15-16=-248/676, 13-15=-148/503, 12-13=-9/524 WEBS 3-6=-804/231, 3-15=-249/344, 6-15=-172/366, 6-13=-107/275, 7-13=-104/305, 8-13=-184/282, 2-16=-59/569, 8-12=-678/71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 6-5-3, Exterior(2R) 6-5-3 to 17-9-2, Exterior(2E) 17-9-2 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss T15 Truss Type Common Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457812 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-xO0P4AYjMPfyq30YorvDtZMq9qjUkrX5quDOsWyNCS1 Scale = 1:65.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 3x6 9-9-49-9-4 19-6-89-9-4 -1-2-8 1-2-8 4-11-14 4-11-14 9-9-4 4-9-6 14-6-10 4-9-6 19-6-8 4-11-14 20-9-0 1-2-8 1-2-1411-0-21-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.01 0.17 (loc) 9-11 9-11 8 9-11 l/defl >910 >548 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-10-0, 8=0-10-0 Max Horz 11=319(LC 9) Max Uplift 11=-93(LC 10), 8=-93(LC 11) Max Grav 11=933(LC 2), 8=933(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/311, 3-4=-703/456, 4-5=-703/456, 5-6=-353/307, 2-11=-410/300, 6-8=-407/298 BOT CHORD 9-11=-208/620, 8-9=-85/514 WEBS 4-9=-501/637, 5-9=-227/267, 3-9=-227/267, 3-11=-561/86, 5-8=-563/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-5-10, Exterior(2R) 4-5-10 to 15-0-14, Interior(1) 15-0-14 to 15-5-6, Exterior(2E) 15-5-6 to 20-9-0 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 8 Laura Vista Job Reference (optional) I43457813 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-MzhYiCbbfK1XhXl7TzTwVCzMw1okxECYWsS2TryNCS_ Scale: 3/16"=1' 1 2 34 5678 15 14 13 12 11 10 916 17 18 19 20 21 22 5x6 4x8 3x6 2x4 8x8 3x16 MT18HS 4x6 3x6 10x10 3x4 4x6 4x6 2x4 4x8 3x6 4-0-04-0-0 8-8-04-8-0 9-9-81-1-8 17-9-128-0-4 27-3-09-5-4 4-0-0 4-0-0 8-8-0 4-8-0 9-9-8 1-1-8 14-9-3 4-11-11 20-10-5 6-1-3 27-3-0 6-4-11 3-10-1410-4-149.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-6-0,0-2-0], [14:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.48 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.02 0.09 (loc) 10-12 10-12 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 393 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-15,2-14,1-14,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-9 REACTIONS. (size) 9=0-3-8, 15=0-3-8 Max Horz 15=385(LC 5) Max Uplift 9=-967(LC 5), 15=-2241(LC 8) Max Grav 9=2465(LC 2), 15=4319(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3014/1553, 2-3=-3477/1645, 3-4=-2857/1382, 4-5=-2857/1382, 5-6=-1918/777, 1-15=-4055/2073 BOT CHORD 14-15=-377/272, 13-14=-1508/2442, 12-13=-1497/2724, 10-12=-1157/2330, 9-10=-670/1362 WEBS 3-13=-824/973, 5-12=-910/1198, 5-10=-1449/912, 6-10=-763/1914, 6-9=-2559/1106, 2-14=-969/102, 1-14=-1625/3207, 2-13=-148/581, 3-12=-263/1192 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=967, 15=2241. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 562 lb down and 442 lb up at 1-8-12, 562 lb down and 442 lb up at 3-8-12, 562 lb down and 442 lb up at 5-8-12, and 562 lb down and 442 lb up at 7-8-12, and 2523 lb down and 1137 lb up at 9-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 8 Laura Vista Job Reference (optional) I43457813 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:07 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-MzhYiCbbfK1XhXl7TzTwVCzMw1okxECYWsS2TryNCS_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 12=-2255(F) 14=-522(F) 16=-522(F) 17=-522(F) 18=-522(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss TG02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457814 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Ekx3YZe6jYXzA82uipXsf281?fADt257RUQGbcyNCRw Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 57 22 58 56 63 64 65 66 67 68 69 70 3x6 4x6 6x6 3x6 5x6 3x6 4x6 4x6 3x6 4x6 3x4 8x8 8x8 3x4 8-11-158-11-15 12-11-13-11-2 13-7-80-8-7 21-11-08-3-8 -1-2-8 1-2-8 4-7-12 4-7-12 8-11-15 4-4-4 12-11-1 3-11-2 17-3-4 4-4-4 21-11-0 4-7-12 23-1-8 1-2-8 1-6-112-0-01-6-112-0-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-12,0-1-8], [20:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.44 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.17 -0.01 (loc) 19-21 19-21 11 l/defl >750 >952 n/a L/d 240 240 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-19,6-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 30-31,47-48: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-15 oc bracing: 19-21. WEBS 1 Row at midpt 7-11 JOINTS 1 Brace at Jt(s): 22, 56, 57, 58 REACTIONS.All bearings 8-3-8 except (jt=length) 21=0-3-8, 17=0-3-8, 17=0-3-8. (lb) - Max Horz 21=365(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 12 except 21=-805(LC 8), 11=-612(LC 8), 16=-139(LC 7), 17=-448(LC 32) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12, 17 except 21=1237(LC 42), 11=1091(LC 42), 17=475(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-469/460, 4-5=-912/740, 5-6=-589/588, 6-7=-953/780, 7-9=-285/292, 2-21=-504/420, 9-11=-365/292 BOT CHORD 19-21=-540/782, 18-19=-465/663, 17-18=-376/649, 16-17=-376/649, 15-16=-376/649, 14-15=-376/649, 13-14=-376/649, 12-13=-376/649, 11-12=-376/649 WEBS 4-19=-225/297, 19-57=-501/483, 22-57=-501/483, 5-22=-481/454, 18-58=-513/475, 56-58=-513/475, 6-56=-513/475, 7-18=-245/326, 4-21=-639/235, 7-11=-925/573 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; 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 studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 12 except (jt=lb) 21=805, 11=612, 16=139, 17=448. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss TG02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457814 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Ekx3YZe6jYXzA82uipXsf281?fADt257RUQGbcyNCRw NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 189 lb up at 1-4-0, 44 lb down and 107 lb up at 3-4-12, 44 lb down and 107 lb up at 5-4-12, 44 lb down and 107 lb up at 7-4-12, 44 lb down and 107 lb up at 9-4-12, and 44 lb down and 107 lb up at 11-4-12, and 110 lb down and 189 lb up at 12-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 11-21=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457815 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-ixVRlvekUsfqoId4GX25CFhE02aPceSHg79p72yNCRv Scale = 1:70.4 1 2 34 765 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 10-1-410-1-4 9-0-3 9-0-3 10-1-4 1-1-1 0-0-410-6-49-11-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [3:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.19 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 10-1-1. (lb) - Max Horz 1=396(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-378(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=325(LC 10), 6=310(LC 17), 7=632(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-711/279 WEBS 3-6=-163/267, 2-7=-404/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 9-0-3, Exterior(2E) 9-0-3 to 10-0-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=378. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457816 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-fJcBAbg_?TwX1bnTNx5ZHgmc4sGm4aQa7RewCxyNCRt Scale = 1:61.9 1 2 34 765 8 3x4 2x4 2x4 2x4 6x6 2x4 2x4 8-9-138-9-13 7-8-12 7-8-12 8-9-13 1-1-1 0-0-49-0-48-5-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [3:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.13 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 8-9-10. (lb) - Max Horz 1=336(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-131(LC 10), 7=-315(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=305(LC 10), 6=371(LC 17), 7=526(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-666/265 WEBS 3-6=-201/331, 2-7=-339/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 7-8-12, Exterior(2E) 7-8-12 to 8-8-9 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=131, 7=315. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457817 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-7WAaNxhdmn2OflMfxfcoquJnQGa2p0xjM5OTkNyNCRs Scale = 1:51.0 1 2 34 765 8 92x4 4x6 2x4 2x4 2x4 2x4 2x4 7-6-67-6-6 6-5-5 6-5-5 7-6-6 1-1-1 0-0-47-6-46-11-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [3:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.26 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-6-3. (lb) - Max Horz 1=276(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-131(LC 10), 7=-270(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=280(LC 10), 6=385(LC 17), 7=440(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-599/249 WEBS 3-6=-202/321, 2-7=-296/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 6-5-5, Exterior(2E) 6-5-5 to 7-5-3 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=131, 7=270. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457818 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-3uIKoditIOI6u3V224eGvJO3R3EkHwc0pPtaoGyNCRq Scale = 1:41.4 1 23 543x6 4x6 2x4 2x4 3x6 6-3-06-3-0 5-1-15 5-1-15 6-3-0 1-1-1 0-0-46-0-45-5-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.37 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=6-2-12, 4=6-2-12, 5=6-2-12 Max Horz 1=216(LC 10) Max Uplift 4=-149(LC 17), 5=-259(LC 10) Max Grav 1=176(LC 19), 4=88(LC 10), 5=477(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/149 WEBS 2-5=-311/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 4=149, 5=259. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457819 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-X5si0zjV3iQzWD4Ecn9VRWx92Tcg0OZ923c7LiyNCRp Scale = 1:25.5 1 2 3 542x4 4x6 2x4 2x4 2x4 4-11-94-11-9 3-10-8 3-10-8 4-11-9 1-1-1 0-0-44-6-43-11-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.89 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-5, 4=4-11-5, 5=4-11-5 Max Horz 1=156(LC 10) Max Uplift 4=-35(LC 3), 5=-84(LC 10) Max Grav 1=140(LC 1), 4=7(LC 1), 5=244(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457820 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-?HQ4DJk7q0Yq7NfRAVgk_kTSRt_olsHJHjMht8yNCRo Scale = 1:18.1 1 2 3 54 2x4 4x6 2x4 2x4 2x4 3-8-23-8-2 2-7-1 2-7-1 3-8-2 1-1-1 0-0-43-0-42-5-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-7-15, 4=3-7-15, 5=3-7-15 Max Horz 1=96(LC 10) Max Uplift 4=-20(LC 11), 5=-52(LC 10) Max Grav 1=92(LC 1), 4=26(LC 1), 5=159(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457821 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-xfXre_lNMdoYNgppHwjC39ZsIghCDm9bk1rox1yNCRm Scale = 1:10.4 1 2 3 54 2x4 4x6 2x4 2x4 2x4 2-4-112-4-11 1-3-10 1-3-10 2-4-11 1-1-1 0-0-41-6-40-11-1014.00 12 6.05 12 Plate Offsets (X,Y)-- [2:0-3-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-8, 4=2-4-8, 5=2-4-8 Max Horz 1=37(LC 10) Max Uplift 1=-7(LC 11), 4=-15(LC 11), 5=-14(LC 10) Max Grav 1=44(LC 1), 4=35(LC 1), 5=84(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457822 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Qs5DrKm07xwP?qO?rdERcM5_h4?qyCVlzhaLUTyNCRl Scale = 1:24.9 1 2 3 542x4 2x4 2x4 2x4 2x4 8-1-9 8-1-9 0-0-44-1-36.05 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=8-1-1, 4=8-1-1, 5=8-1-1 Max Horz 1=149(LC 10) Max Uplift 4=-41(LC 10), 5=-118(LC 10) Max Grav 1=105(LC 1), 4=124(LC 1), 5=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-269/288 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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 except (jt=lb) 5=118. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457823 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-u2fb3gneuE2Gc_zCPKlg8ae7SUJphfouBLKu0wyNCRk Scale = 1:21.3 1 2 3 542x4 2x4 2x4 2x4 2x4 6-9-11 6-9-11 0-0-43-5-36.05 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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. (size) 1=6-9-3, 4=6-9-3, 5=6-9-3 Max Horz 1=123(LC 10) Max Uplift 4=-43(LC 10), 5=-101(LC 10) Max Grav 1=57(LC 19), 4=132(LC 1), 5=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-234/274 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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 except (jt=lb) 5=101. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457824 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-qRnMUMpuQsIzsI7aWln8E?jLtIwR9aLBffp?4oyNCRi Scale = 1:17.4 1 2 3 2x4 2x4 2x4 5-5-13 5-5-13 0-0-42-9-36.05 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-5-5, 3=5-5-5 Max Horz 1=96(LC 10) Max Uplift 1=-14(LC 10), 3=-62(LC 10) Max Grav 1=190(LC 1), 3=190(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457825 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-mpv6v2q8yTYh5bGzeAqcJQoo55hydUrU6zI69hyNCRg Scale = 1:13.3 1 2 3 2x4 2x4 2x4 4-1-15 4-1-15 0-0-42-1-36.05 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-8, 3=4-1-8 Max Horz 1=69(LC 10) Max Uplift 1=-10(LC 10), 3=-45(LC 10) Max Grav 1=137(LC 1), 3=137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457826 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-iC0sJjsPT4oPKvQMlbs4OruCtvO?5OKnaHnDDZyNCRe Scale = 1:10.0 1 2 3 2x4 2x4 2x4 2-10-2 2-10-2 0-0-41-5-36.05 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-9-10, 3=2-9-10 Max Horz 1=43(LC 10) Max Uplift 1=-6(LC 10), 3=-28(LC 10) Max Grav 1=85(LC 1), 3=85(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457827 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-fb8dkPtf?h37aDakt0uYTGzUZi4wZBT41bGJISyNCRc Scale = 1:77.9 1 2 3 4 5 6 10 9 8 7 11 3x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-11-114-11-1 12-4-11 12-4-11 14-11-1 2-6-6 0-0-412-4-119-10-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.12 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 14-10-13. (lb) - Max Horz 1=426(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8 except 9=-234(LC 10), 10=-251(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=336(LC 10), 8=294(LC 17), 9=377(LC 17), 10=412(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/293, 2-4=-277/189 WEBS 4-9=-301/305, 2-10=-311/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Interior(1) 5-7-13 to 7-1-2, Exterior(2R) 7-1-2 to 12-4-11, Exterior(2E) 12-4-11 to 14-9-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8 except (jt=lb) 9=234, 10=251. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457828 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-3AqlNRwXIcRiRgJJY8SF5ub2Xw6tmaVWjZU_vnyNCRZ Scale = 1:68.7 1 2 3 4 5 9876 10 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-5-113-5-1 10-10-11 10-10-11 13-5-1 2-6-6 0-0-410-10-118-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 13-4-13. (lb) - Max Horz 1=366(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 1=-120(LC 8), 8=-249(LC 10), 9=-198(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=318(LC 10), 7=285(LC 17), 8=401(LC 17), 9=326(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/273, 2-3=-284/198 WEBS 3-8=-318/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 10-10-11, Exterior(2E) 10-10-11 to 13-3-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 1=120, 8=249, 9=198. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457829 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-?YxWn7xoqEhQg_SigZUjAJgM6jm4EWQpBsz4zfyNCRX Scale = 1:59.2 1 2 3 4 7653x4 4x6 2x4 2x4 2x4 2x4 2x4 11-11-111-11-1 9-4-11 9-4-11 11-11-1 2-6-6 0-0-49-4-116-10-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 11-10-13. (lb) - Max Horz 1=306(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-314(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=511(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/235 WEBS 2-7=-387/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-4-11, Exterior(2R) 5-4-11 to 9-4-11, Exterior(2E) 9-4-11 to 11-9-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=314. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457830 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-TkVu?SyQbXpGI81uDH?yjXDYl77XzxmyPWjeW6yNCRW Scale = 1:50.0 1 2 3 4 765 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 10-5-110-5-1 7-10-11 7-10-11 10-5-1 2-6-6 0-0-47-10-115-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.11 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-13. (lb) - Max Horz 1=246(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-256(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=280(LC 17), 7=413(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/198 WEBS 2-7=-329/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 7-10-11, Exterior(2E) 7-10-11 to 10-3-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=256. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457831 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Q7deQ8zg793_XRBHLh1QoyIvhxpNRtrFtqCla_yNCRU Scale = 1:42.4 1 2 3 4 765 8 2x4 4x6 2x4 2x4 2x4 2x4 2x4 8-11-18-11-1 6-4-11 6-4-11 8-11-1 2-6-6 0-0-46-4-113-10-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.09 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-10-13. (lb) - Max Horz 1=186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-220(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=291(LC 17), 7=349(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-300/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-7-13, Exterior(2R) 5-7-13 to 6-4-11, Exterior(2E) 6-4-11 to 8-9-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=220. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457832 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-uJB0dU_IuSBr9bmTvPZfK9r_mL7sALfO6UxI6RyNCRT Scale = 1:32.7 1 2 3 43x6 4x6 3x6 2x4 0-0-40-0-4 9-9-79-9-3 4-10-11 4-10-11 9-9-7 4-10-11 0-0-44-10-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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. (size) 1=9-8-15, 3=9-8-15, 4=9-8-15 Max Horz 1=-116(LC 6) Max Uplift 1=-38(LC 11), 3=-38(LC 11), 4=-11(LC 10) Max Grav 1=203(LC 1), 3=203(LC 1), 4=321(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457833 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-MWlPrq?wfmJimlLfS64utNODpkTSvppYK8hrftyNCRS Scale = 1:23.1 1 2 3 43x4 4x6 3x4 2x4 0-0-40-0-4 6-9-76-9-3 3-4-11 3-4-11 6-9-7 3-4-11 0-0-43-4-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.18 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-8-15, 3=6-8-15, 4=6-8-15 Max Horz 1=78(LC 7) Max Uplift 1=-28(LC 11), 3=-28(LC 11), 4=-6(LC 10) Max Grav 1=135(LC 1), 3=135(LC 1), 4=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457834 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Ius9FW0BANZQ03V2aX6MyoTbaYByNjdroSAyjlyNCRQ Scale = 1:12.3 1 2 3 4 2x4 4x6 2x4 2x4 3-9-33-9-3 3-9-70-0-4 1-10-11 1-10-11 3-9-7 1-10-11 0-0-41-10-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-15, 3=3-8-15, 4=3-8-15 Max Horz 1=39(LC 9) Max Uplift 1=-19(LC 11), 3=-19(LC 11) Max Grav 1=74(LC 1), 3=74(LC 1), 4=99(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457835 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-m5QXTs1pxhhHdD4E8FdbV?0l?yWy68g_06vVFCyNCRP Scale = 1:47.1 1 2 3 4 7653x4 2x4 2x4 2x4 2x4 2x4 2x4 10-6-13 10-6-13 0-0-47-11-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-6-8. (lb) - Max Horz 1=300(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-172(LC 10), 7=-129(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=391(LC 17), 7=291(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/194, 2-3=-256/139 WEBS 3-6=-301/248 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=172, 7=129. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457836 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-jTYIuX33TIy?tWDdFgf3aQ55YlAca3QHUQOcK4yNCRN Scale = 1:36.1 1 2 3 542x4 2x4 2x4 2x4 2x4 7-10-13 7-10-13 0-0-45-11-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud 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. (size) 1=7-10-8, 4=7-10-8, 5=7-10-8 Max Horz 1=220(LC 10) Max Uplift 4=-60(LC 10), 5=-174(LC 10) Max Grav 1=135(LC 19), 4=135(LC 17), 5=393(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/153 WEBS 2-5=-299/293 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=174. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V24 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457837 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Bg6g5t4hEc4sUgoppNBI7ed6S9SoJXoQj48AsXyNCRM Scale: 1/2"=1' 1 2 32x4 2x4 2x4 5-2-13 5-2-13 0-0-43-11-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.84 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 14 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 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-2-8, 3=5-2-8 Max Horz 1=141(LC 10) Max Uplift 3=-90(LC 10) Max Grav 1=188(LC 1), 3=204(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003293 Truss V25 Truss Type Valley Qty 1 Ply 1 Wedgewood 8 Laura Vista Job Reference (optional) I43457838 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 2 13:46:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:zjEkop4c1oO4qCRc8zFmYsyWBKB-Bg6g5t4hEc4sUgoppNBI7edHF9YKJXoQj48AsXyNCRM Scale = 1:12.5 1 2 3 2x4 2x4 2x4 2-6-13 2-6-13 0-0-41-11-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-8, 3=2-6-8 Max Horz 1=61(LC 10) Max Uplift 3=-39(LC 10) Max Grav 1=81(LC 1), 3=88(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. November 2,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths