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HomeMy WebLinkAbout33LV - 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). April 3,2020 Liu, Xuegang Pages or sheets covered by this seal: I40870514 thru I40870572 My license renewal date for the state of Indiana is July 31, 2020. B20001009 Wedgewood 33 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870514 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-6g8ZJTdJHAbWJLdyoEY4xJmASG1iJc7bzWFjfpzUOFX Scale = 1:75.2 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 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-6-8 19-6-8 -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 8) 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870515 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-_RO49rgqLO5xoyxk14d059xi0tGlFHWAu8DxpazUOFT Scale = 1:81.3 1 2 3 4 56 7 8 9 10 11 18 17 16 15 14 13 12 55 56 57 58 59 3x4 6x6 5x10 MT18HS 3x4 3x4 8x8 8x14 MT18HS 3x6 4x6 3x6 3x4 6x8 3x6 5x6 5x8 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 32-10-12 10-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 13-7-8 2-10-6 22-1-10 8-6-2 27-4-15 5-3-5 32-10-12 5-5-13 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)-- [2:0-3-0,0-1-15], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [14:0-4-0,0-3-4], [15:0-10-4,0-1-8] 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 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.06 0.02 (loc) 12-13 12-13 12 17 l/defl >608 >365 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 298 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, 10-12,2-18: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 19-20,14-22,31-32,33-34,35-37: 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 (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 9-13, 9-12 REACTIONS. (size) 18=0-3-8, 15=0-3-8, 12=0-10-0 Max Horz 18=-347(LC 8) Max Uplift 18=-194(LC 11), 15=-303(LC 7), 12=-227(LC 11) Max Grav 18=480(LC 18), 15=2047(LC 17), 12=871(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/104, 5-6=-74/330, 6-7=-93/479, 7-9=-540/350, 9-10=-522/215, 10-12=-534/231, 2-18=-382/202 BOT CHORD 17-18=-397/545, 16-17=-303/302, 15-16=-514/242, 13-15=0/300, 12-13=-68/390 WEBS 3-17=-304/290, 5-16=-681/189, 6-16=-131/637, 6-15=-856/352, 7-15=-903/7, 7-13=-77/695, 9-13=-274/280, 9-12=-313/145, 5-17=-223/597 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) The Fabrication Tolerance at joint 15 = 4% 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=194, 15=303, 12=227. Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870515 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-_RO49rgqLO5xoyxk14d059xi0tGlFHWAu8DxpazUOFT NOTES- 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870516 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-wqWqaWh4t0Lf1G469VfUAa0Fwh6KjN?TLSi2tTzUOFR Scale = 1:82.8 1 2 345678910111213 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 2x4 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x4 2x4 17-3-8 17-3-8 0-10-0 0-10-0 17-3-8 16-5-8 11-4-812-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-0], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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.): 2-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-30, 16-17, 15-18, 14-19, 12-20, 11-21, 10-22, 9-23, 8-24, 7-25, 6-26, 5-27, 4-28, 3-29, 1-29 REACTIONS.All bearings 17-3-8. (lb) - Max Horz 30=13(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 30, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28 except 29=-109(LC 10) Max Grav All reactions 250 lb or less at joint(s) 30, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-29=-111/269 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) 0-1-12 to 0-10-0, Corner(3R) 0-10-0 to 6-1-10, Exterior(2N) 6-1-10 to 11-10-2, Corner(3E) 11-10-2 to 17-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28 except (jt=lb) 29=109. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870517 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-HnJjdElDhY_y81z4y2Fftej5?iq2OeOCVjPoYgzUOFM Scale = 1:94.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 43 44 45 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 5655 5453 52 51 50 49 48 47 46 4x6 4x6 4x6 4x6 4x6 4x6 3x6 4x10 4x10 4x6 3x6 3x6 51-7-0 51-7-0 -1-2-8 1-2-8 14-9-8 14-9-8 36-9-8 22-0-0 51-7-0 14-9-8 0-10-1412-0-00-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5], [9:0-2-5,Edge], [14:0-3-0,0-3-4], [33:0-3-0,0-3-4], [38:0-2-5,Edge], [45:0-2-8,0-0-13], [56:0-1-8,0-1-8], [75:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.02 0.00 (loc) 1 1 45 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 517 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-79,8-80,7-81,6-82,5-83,4-84,3-85,37-52,39-51,40-50,41-49,42-48 ,43-47,44-46: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-1-0, Right 2x4 SPF-S Stud 2-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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 23-65, 22-66, 21-68, 20-69, 19-70, 18-71, 17-72, 16-73, 15-74, 13-76, 12-77, 11-78, 25-64, 26-63, 27-62, 28-61, 29-60, 30-59, 31-58, 32-57, 34-55, 35-54, 36-53 REACTIONS.All bearings 51-7-0. (lb) - Max Horz 2=304(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 65, 66, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 58, 54, 53, 52, 51, 50, 49, 48, 47, 45 except 2=-152(LC 6), 85=-115(LC 10), 46=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 65, 66, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 64, 63, 62, 61, 60, 59, 58, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45 except 2=269(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/300, 3-4=-263/247, 10-11=-156/257, 11-12=-159/290, 12-13=-186/320, 13-14=-186/302, 14-15=-168/280, 15-16=-168/280, 16-17=-168/280, 17-18=-168/280, 18-19=-168/280, 19-20=-168/280, 20-21=-168/280, 21-22=-168/280, 22-23=-168/280, 23-25=-168/280, 25-26=-168/280, 26-27=-168/280, 27-28=-168/280, 28-29=-168/280, 29-30=-168/280, 30-31=-168/280, 31-32=-168/280, 32-33=-168/280, 33-34=-186/299, 34-35=-186/299, 35-36=-159/251 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 9-5-14, Corner(3R) 9-5-14 to 20-1-2, Exterior(2N) 20-1-2 to 31-5-14, Corner(3R) 31-5-14 to 42-1-2, Exterior(2N) 42-1-2 to 46-3-6, Corner(3E) 46-3-6 to 51-7-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870517 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-l_t6qamrSs6plBYGVlmuQrGGk6AH75eMjN9M57zUOFL NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 65, 66, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 58, 54, 53, 52, 51, 50, 49, 48, 47, 45 except (jt=lb) 2=152, 85=115, 46=108. 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870518 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-AZYETbojlnUNcfHrBuJb2Uuf7J57KREoQLN0hSzUOFI Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 4x6 5x6 5x10 MT18HS 3x12 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x10 21-7-8 21-7-8 -1-2-8 1-2-8 14-9-5 14-9-5 21-7-8 6-10-3 1-0-012-1-09.00 12 Plate Offsets (X,Y)-- [14:0-0-0,0-1-12], [14:0-4-8,0-2-4], [15:0-1-12,0-0-0], [20:Edge,0-3-8], [21:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.42 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 1 1 21 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF No.2 *Except* 10-30,8-31,7-33,6-34,5-35,4-36,3-37: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-11 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.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 19-22, 18-23, 17-24, 16-25, 15-26, 13-27, 12-28, 11-29 REACTIONS.All bearings 21-7-8. (lb) - Max Horz 2=463(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36 except 2=-160(LC 8), 37=-183(LC 10) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36, 37 except 2=388(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/329, 3-4=-393/250, 4-5=-361/228, 5-6=-334/211, 6-7=-306/193, 7-8=-287/179, 8-10=-274/175, 10-11=-259/172 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 4-3-8, Exterior(2N) 4-3-8 to 9-5-12, Corner(3R) 9-5-12 to 16-3-8, Corner(3E) 16-3-8 to 21-5-12 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36 except (jt=lb) 2=160, 37=183. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870519 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-WWM7WJssaJ6gjQ9ozRvmlXbaQKtB?bIXZd5nNfzUOFD Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 30 4031 51 49 52 50 53 54 55 56 57 3x4 4x6 3x4 3x4 3x4 3x8 3x4 3x4 3x6 3x6 3x4 3x6 3x6 2-4-8 4-4-010-9-8 10-9-8 21-7-0 10-9-8 -1-2-8 1-2-8 5-0-0 5-0-0 10-9-8 5-9-8 16-7-0 5-9-8 21-7-0 5-0-0 22-9-8 1-2-8 1-4-012-1-81-4-012.00 12 Plate Offsets (X,Y)-- [32:0-1-9,0-1-0], [34:0-1-9,0-1-0], [42:0-1-9,0-1-0], [44:0-1-9,0-1-0] 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 0.29 0.10 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 11 11 12 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-29,10-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-31,7-40: 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 9-20, 3-20 JOINTS 1 Brace at Jt(s): 30, 49, 50, 51, 52 REACTIONS.All bearings 21-7-0. (lb) - Max Horz 29=-349(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 28, 13 except 20=-300(LC 10), 21=-156(LC 10), 19=-144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 24, 25, 26, 27, 28, 18, 17, 16, 15, 14, 13 except 20=314(LC 1), 29=375(LC 23), 12=375(LC 24), 21=320(LC 17), 19=301(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/285, 9-10=-200/285, 2-29=-297/339, 10-12=-298/339 BOT CHORD 28-29=-211/304, 27-28=-211/304, 26-27=-211/304, 25-26=-211/304, 24-25=-211/304, 22-24=-211/304, 21-22=-211/304, 20-21=-211/304, 19-20=-60/288, 18-19=-60/288, 17-18=-60/288, 16-17=-60/288, 15-16=-60/288, 14-15=-60/288, 13-14=-60/288, 12-13=-60/288 WEBS 20-40=-257/314, 9-40=-253/307, 3-31=-254/307, 20-31=-257/314, 3-29=-378/143, 9-12=-378/143, 31-51=-278/180, 49-51=-280/181, 5-49=-278/202, 21-31=-273/172, 40-52=-260/168, 50-52=-262/169, 7-50=-265/194, 19-40=-254/160 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 Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 5-5-14, Corner(3R) 5-5-14 to 16-1-2, Exterior(2N) 16-1-2 to 17-5-14, Corner(3E) 17-5-14 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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) 28, 13 except (jt=lb) 20=300, 21=156, 19=144.Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870519 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-WWM7WJssaJ6gjQ9ozRvmlXbaQKtB?bIXZd5nNfzUOFD NOTES- 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE07 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870520 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-tU90Z0w?OrlzpB1mm_VxSbIKZLWQgyRGjvoY2szUOF8 Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 3x4 4x6 4x6 4x6 5x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-15 19-11-15 12-4-7 12-4-7 18-1-3 5-8-12 19-11-15 1-10-12 0-0-412-4-710-5-1112-4-712.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-1-12], [11:0-4-8,0-2-0], [12:0-1-12,0-0-0], [16:0-4-4,0-1-12], [19:Edge,0-3-8], [27:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.35 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-27,8-28,7-29,5-30,4-31,3-32,2-33: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 11-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 20-21,19-20. WEBS 1 Row at midpt 18-19, 16-21, 15-22, 14-23, 13-24, 12-25, 10-26, 9-27, 8-28, 17-20 REACTIONS.All bearings 19-11-15. (lb) - Max Horz 1=445(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 19, 22, 23, 24, 26, 27, 28, 29, 30, 31, 32, 33 except 1=-198(LC 8), 21=-163(LC 9), 25=-128(LC 9), 20=-172(LC 6) Max Grav All reactions 250 lb or less at joint(s) 19, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 except 1=347(LC 7), 20=274(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-492/341, 2-3=-442/305, 3-4=-401/280, 4-5=-358/253, 5-7=-337/240, 7-8=-315/234, 8-9=-292/229, 9-10=-280/306, 10-11=-255/345, 11-12=-199/282, 12-13=-199/282, 13-14=-199/282, 14-15=-199/282, 15-16=-199/281, 16-17=-289/379, 17-18=-382/469, 18-19=-383/467 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) 0-4-4 to 5-7-13, Exterior(2N) 5-7-13 to 7-0-13, Corner(3R) 7-0-13 to 18-1-3, Corner(3E) 18-1-3 to 19-10-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 22, 23, 24, 26, 27, 28, 29, 30, 31, 32, 33 except (jt=lb) 1=198, 21=163, 25=128, 20=172. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870521 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LgjOmMxd99tqRLcyKi0A_orbHlw3PKoPxZY5aJzUOF7 Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 3x6 4x6 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 3x4 3x4 3x4 11-8-12 11-8-12 11-8-12 11-8-12 1-7-413-4-01-4-613-4-012.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [10:0-3-7,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 0.33 0.07 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 12 12 22 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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* 10-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-12,8-13,7-14,10-21: 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, Except: 7-7-8 oc bracing: 19-20. WEBS 1 Row at midpt 10-21, 9-12, 8-13, 7-14, 10-22 REACTIONS.All bearings 11-8-12 except (jt=length) 22=0-3-8. (lb) - Max Horz 20=402(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 22 except 20=-403(LC 8), 19=-709(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 22 except 20=1070(LC 10), 19=350(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1572/704, 1-2=-876/394, 2-3=-788/362, 3-4=-651/305, 4-5=-530/256, 5-6=-429/213, 6-7=-327/167 BOT CHORD 19-20=-595/258 WEBS 1-19=-537/1170 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 5-5-6, Exterior(2N) 5-5-6 to 11-3-8 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 22 except (jt=lb) 20=403, 19=709. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE09 Truss Type GABLE Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-ieWHp4?l_hV6X6Vw7FcLhsYMsmXC4TD95rFsGWzUOF2 Scale = 1:76.8 1 2 3 4 5 6 78 14 13 12 11 10 9 35 36 37 38 39 40 41 3x6 3x4 4x10 6x16 3x4 2x4 3x4 5x8 3x8 3x4 4x8 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 3x4 3x4 3x4 1-6-0 1-6-0 8-1-11 6-7-11 14-8-11 6-7-0 21-11-0 7-2-5 -1-2-8 1-2-8 0-7-8 0-7-8 1-6-0 0-10-8 8-1-11 6-7-11 14-8-11 6-7-0 21-11-0 7-2-5 1-0-02-1-87-8-212-1-01-1-212-1-09.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-5-10,Edge], [7:0-5-0,0-1-14], [23:0-1-15,0-1-0], [26:0-1-15,0-1-0], [29:0-1-15,0-1-0], [32:0-1-15,0-1-0] 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 0.66 0.52 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 -0.02 0.03 (loc) 9-10 9-10 36 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-13,2-14: 2x4 SPF-S Stud, 3-6,3-12,6-12,2-13: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-35,15-16: 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.): 2-3, 5-13, 7-8. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 1 Row at midpt 3-6, 6-10, 7-10, 8-10, 8-36 REACTIONS. (size) 14=0-3-8, 36=0-3-0 Max Horz 14=507(LC 10) Max Uplift 14=-78(LC 6), 36=-238(LC 6) Max Grav 14=1049(LC 2), 36=979(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/252, 6-7=-499/194, 7-8=-417/234, 2-14=-1050/317 BOT CHORD 13-14=-474/214, 12-13=-553/739, 10-12=-376/553 WEBS 3-6=-832/107, 3-12=-273/257, 6-12=0/369, 6-10=-234/255, 7-10=-268/279, 8-10=-440/773, 2-13=-141/795, 8-36=-980/496 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) -1-2-8 to 5-11-2, Exterior(2N) 5-11-2 to 9-5-1, Corner(3R) 9-5-1 to 20-0-5, Exterior(2N) 20-0-5 to 21-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 36 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 36=238. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 16, 17, 18, 19, 20, 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE09 Truss Type GABLE Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-ieWHp4?l_hV6X6Vw7FcLhsYMsmXC4TD95rFsGWzUOF2 LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-37=-50, 3-37=-20, 4-5=-50, 5-7=-50, 7-8=-50, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-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=47, 2-3=35, 4-5=107, 5-38=35, 7-38=51, 7-39=51, 8-39=35, 9-14=-12 Horz: 1-2=-59, 2-3=-47, 3-5=-11, 4-5=-119, 5-38=-47, 7-38=-63, 2-14=-37 Drag: 7-8=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-3=-35, 4-5=-1, 5-7=-35, 7-8=-35, 9-14=-20 Horz: 1-2=-10, 2-3=15, 3-5=21, 4-5=-19, 5-7=15, 2-14=31 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=-15, 4-5=41, 5-7=28, 7-8=28, 9-14=-12 Horz: 1-2=-10, 2-3=3, 3-5=11, 4-5=-53, 5-7=-40, 2-14=16 Drag: 7-8=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 4-5=10, 5-7=15, 7-8=28, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-27, 4-5=-22, 5-7=-27, 2-14=-21 Drag: 7-8=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 4-5=14, 5-7=8, 7-8=8, 9-14=-20 Horz: 1-2=9, 2-3=14, 3-5=34, 4-5=-34, 5-7=-28, 2-14=28 Drag: 7-8=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 4-5=2, 5-7=-4, 7-8=8, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-4, 4-5=-22, 5-7=-16, 2-14=-10 Drag: 7-8=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=8, 4-5=14, 5-7=8, 7-8=-9, 9-14=-20 Horz: 1-2=-34, 2-3=-28, 3-5=-23, 4-5=-34, 5-7=-28, 2-14=25 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, 2-3=-9, 4-5=-3, 5-7=-9, 7-8=-9, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-5, 4-5=-17, 5-7=-11, 2-14=-8 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 4-5=-20, 5-7=-20, 7-8=-20, 12-14=-40, 12-40=-60, 40-41=-40, 9-41=-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, 2-37=-61, 3-37=-31, 4-5=-24, 5-7=-29, 7-8=-29, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=6, 2-3=11, 3-5=25, 4-5=-26, 5-7=-21, 2-14=21 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, 2-37=-42, 3-37=-12, 4-5=-34, 5-7=-38, 7-8=-29, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-3, 4-5=-16, 5-7=-12, 2-14=-7 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, 2-37=-29, 3-37=1, 4-5=-24, 5-7=-29, 7-8=-42, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-26, 2-3=-21, 3-5=-17, 4-5=-26, 5-7=-21, 2-14=19 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE09 Truss Type GABLE Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:59 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-ieWHp4?l_hV6X6Vw7FcLhsYMsmXC4TD95rFsGWzUOF2 LOAD CASE(S) Standard Except: 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, 2-37=-42, 3-37=-12, 4-5=-37, 5-7=-42, 7-8=-42, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-4, 4-5=-13, 5-7=-8, 2-14=-6 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=21, 5-7=-28, 7-8=-28, 9-14=-12 Horz: 1-2=-16, 2-3=16, 3-5=16, 4-5=-33, 5-7=16, 2-14=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=21, 5-7=4, 7-8=4, 9-14=-12 Horz: 1-2=-16, 2-3=-16, 3-5=-16, 4-5=-33, 5-7=-16, 2-14=-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=47, 2-3=35, 4-5=107, 5-38=35, 7-38=51, 7-39=51, 8-39=35, 9-14=-12 Horz: 1-2=-59, 2-3=-47, 3-5=-11, 4-5=-119, 5-38=-47, 7-38=-63, 2-14=-37 Drag: 7-8=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-3=-35, 4-5=-1, 5-7=-35, 7-8=-35, 9-14=-20 Horz: 1-2=-10, 2-3=15, 3-5=21, 4-5=-19, 5-7=15, 2-14=31 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, 2-3=-15, 4-5=41, 5-7=28, 7-8=28, 9-14=-12 Horz: 1-2=-10, 2-3=3, 3-5=11, 4-5=-53, 5-7=-40, 2-14=16 Drag: 7-8=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 4-5=10, 5-7=15, 7-8=28, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-27, 4-5=-22, 5-7=-27, 2-14=-21 Drag: 7-8=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 4-5=14, 5-7=8, 7-8=8, 9-14=-20 Horz: 1-2=9, 2-3=14, 3-5=34, 4-5=-34, 5-7=-28, 2-14=28 Drag: 7-8=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 4-5=2, 5-7=-4, 7-8=8, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-4, 4-5=-22, 5-7=-16, 2-14=-10 Drag: 7-8=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=8, 4-5=14, 5-7=8, 7-8=-9, 9-14=-20 Horz: 1-2=-34, 2-3=-28, 3-5=-23, 4-5=-34, 5-7=-28, 2-14=25 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, 2-3=-9, 4-5=-3, 5-7=-9, 7-8=-9, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-5, 4-5=-17, 5-7=-11, 2-14=-8 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, 2-37=-61, 3-37=-31, 4-5=-24, 5-7=-29, 7-8=-29, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=6, 2-3=11, 3-5=25, 4-5=-26, 5-7=-21, 2-14=21 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, 2-37=-42, 3-37=-12, 4-5=-34, 5-7=-38, 7-8=-29, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-3, 4-5=-16, 5-7=-12, 2-14=-7 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE09 Truss Type GABLE Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:16:59 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-ieWHp4?l_hV6X6Vw7FcLhsYMsmXC4TD95rFsGWzUOF2 LOAD CASE(S) Standard Except: 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, 2-37=-29, 3-37=1, 4-5=-24, 5-7=-29, 7-8=-42, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-26, 2-3=-21, 3-5=-17, 4-5=-26, 5-7=-21, 2-14=19 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, 2-37=-42, 3-37=-12, 4-5=-37, 5-7=-42, 7-8=-42, 12-14=-35, 12-40=-50, 40-41=-35, 9-41=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-4, 4-5=-13, 5-7=-8, 2-14=-6 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, 2-3=-28, 4-5=21, 5-7=-28, 7-8=-28, 9-14=-12 Horz: 1-2=-16, 2-3=16, 3-5=16, 4-5=-33, 5-7=16, 2-14=16 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=21, 5-7=4, 7-8=4, 9-14=-12 Horz: 1-2=-16, 2-3=-16, 3-5=-16, 4-5=-33, 5-7=-16, 2-14=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss GE10 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870523 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-6DCQS51eHcthOZDVoN92JUAuIzc9H23bnoUWsrzUOF? Scale = 1:59.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 3x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-5 13-3-5 13-3-5 13-3-5 0-0-49-11-89.00 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: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 13-3-5. (lb) - Max Horz 1=371(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 14, 15, 16, 17, 18, 19, 20 except 12=-110(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=-404/229, 2-3=-308/192, 3-4=-283/180, 4-5=-254/161 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 7-10-0, Corner(3E) 7-10-0 to 13-1-9 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 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=110. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-2bKAtn2upE7PetNtvoBWOvGHwnILluIuF6zdwkzUOEz Scale = 1:73.6 1 2 3 4 765 8 9 10 5x8 5x8 3x6 2x4 3x4 5x8 3x4 3x4 3x4 5-7-12 5-7-12 11-3-8 5-7-12 5-7-12 5-7-12 11-3-8 5-7-12 2-0-813-4-01-4-613-4-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-2-4,0-3-4], [3:0-0-0,0-1-12], [4:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.27 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.02 0.04 (loc) 5-6 5-6 9 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud OTHERS 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 6-10-11 oc bracing. WEBS 1 Row at midpt 4-8, 2-5, 4-9 REACTIONS. (size) 7=0-3-8, 9=0-3-0 Max Horz 7=428(LC 10) Max Uplift 9=-362(LC 10) Max Grav 7=514(LC 19), 9=522(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/54, 5-8=-602/390, 4-8=-602/390, 1-7=-434/0 BOT CHORD 6-7=-719/323, 5-6=-411/256 WEBS 2-6=-255/247, 2-5=-410/665, 1-6=-113/325, 4-9=-523/772 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 5-7-12, Exterior(2N) 5-7-12 to 10-10-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=362. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss M02 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-TA?JVp5n59VzVL6SbwlD0Yulm_Fty9pKx4BHX2zUOEw Scale = 1:87.1 1 2 3 4 7 6 5 8 9 3x4 3x4 5x6 3x4 4x10 6x6 6x8 2x4 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)-- [4:0-0-9,0-1-8], [5:0-2-8,0-2-8] 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 0.60 0.53 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.21 0.11 (loc) 5-6 5-6 5 6 l/defl >999 >699 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E, 2-5: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=529(LC 10) Max Uplift 5=-424(LC 10) Max Grav 5=637(LC 17), 7=545(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1243/375, 1-7=-636/285 BOT CHORD 6-7=-780/662, 5-6=-860/1198 WEBS 2-6=-906/1453, 2-5=-1413/1035, 1-6=-74/719 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 13-9-4 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=424. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 33 Laura Vista Job Reference (optional) I40870526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-PZ73wU61dmmhkeGriLnh5zz1eoxUQ0rdOOgObxzUOEu Scale = 1:84.7 1 2 3 4 7658 9 1011121314 3x4 2x4 4x6 12x12 4x10 10x10 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)-- [6:0-3-8,0-5-0], [7:Edge,0-10-9], [7:0-1-12,0-0-0] 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 0.89 0.53 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.01 0.05 (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: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6,1-7: 2x4 SPF-S Stud, 1-6: 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, 2-5 REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=531(LC 8) Max Uplift 5=-782(LC 8), 7=-193(LC 4) Max Grav 5=2939(LC 2), 7=2862(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2519/229, 1-7=-2018/112 BOT CHORD 6-7=-683/652, 5-6=-453/1707 WEBS 2-6=-416/3243, 2-5=-2573/679, 1-6=-216/1170 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, 2x3 - 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=782, 7=193. 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) 769 lb down and 128 lb up at 2-0-12, 769 lb down and 128 lb up at 4-0-12, 769 lb down and 128 lb up at 6-0-12, 755 lb down and 128 lb up at 8-0-12, and 759 lb down and 128 lb up at 10-0-12, and 769 lb down and 128 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 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 33 Laura Vista Job Reference (optional) I40870526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-PZ73wU61dmmhkeGriLnh5zz1eoxUQ0rdOOgObxzUOEu 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=-660(B) 9=-660(B) 10=-660(B) 11=-660(B) 12=-660(B) 14=-660(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870527 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-tlhR7q7fO4uYMor1G3IweAVM1CNP9b_md2Qx7NzUOEt Scale = 1:50.6 1 2 3 4 5 6 7 12 11 10 9 8 13 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-5-8 16-5-8 11-0-0 11-0-0 16-5-8 5-5-8 0-4-108-3-00-1-84-0-60-1-89.00 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 0.21 0.16 0.38 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: 59 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. REACTIONS.All bearings 15-9-5. (lb) - Max Horz 2=254(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10 except 11=-172(LC 10), 12=-135(LC 10), 9=-149(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=468(LC 17), 11=467(LC 17), 12=350(LC 17), 9=411(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/227, 4-5=-180/304, 5-6=-174/287 WEBS 5-10=-258/76, 4-11=-296/272, 3-12=-229/259, 6-9=-241/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-1 to 5-6-11, Corner(3R) 5-6-11 to 11-0-0, Corner(3E) 11-0-0 to 16-4-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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=172, 12=135, 9=149. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PB02 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870528 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-p8pCYW9vwh8Gb6_QNULOjbbj4?37dXV34Mv2CGzUOEr Scale = 1:51.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-0-0 22-0-0 11-0-0 11-0-0 22-0-0 11-0-0 0-4-108-1-88-3-00-1-80-4-100-1-89.00 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-11. (lb) - Max Horz 2=-206(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-172(LC 10), 15=-135(LC 10), 11=-172(LC 11), 10=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=376(LC 20), 13=468(LC 17), 15=348(LC 17), 11=468(LC 18), 10=348(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-295/236, 6-11=-295/236 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) 0-3-1 to 5-6-11, Corner(3R) 5-6-11 to 16-5-5, Corner(3E) 16-5-5 to 21-8-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 13=172, 15=135, 11=172, 10=134. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PB03 Truss Type Piggyback Qty 11 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870529 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-HKMams9Xh?G7DGZcxBsdGp7sYPPvM0FCJ0eckizUOEq Scale = 1:30.5 1 2 3 4 65 7 2x4 2x4 2x4 2x4 2x4 7-1-11 7-1-110-4-105-2-120-1-80-1-89.00 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 0.20 0.11 0.09 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: 22 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=6-5-8, 2=6-5-8, 6=6-5-8 Max Horz 2=201(LC 10) Max Uplift 5=-64(LC 10), 2=-2(LC 8), 6=-159(LC 10) Max Grav 5=145(LC 17), 2=113(LC 10), 6=353(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/155 WEBS 3-6=-272/371 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) 0-3-7 to 5-7-0, Exterior(2R) 5-7-0 to 7-0-7 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, 2 except (jt=lb) 6=159. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PB04 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870530 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-lWwyzCAASIO_qP8oVuNso0g?upj?5T1MYgO9H9zUOEp Scale = 1:35.9 1 2 3 45 6 4x6 3x6 3x6 2x4 11-4-8 11-4-8 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: 35 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. (size) 2=10-3-2, 4=10-3-2, 6=10-3-2 Max Horz 2=-139(LC 8) 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PB05 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870531 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-EjUKAYBoDcWrSZj?3cu5LEDC5D6IqxwVnK7ipbzUOEo Scale = 1:18.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-8-12 5-8-12 2-10-6 2-10-6 5-8-12 2-10-6 0-5-32-10-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 0.19 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 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 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=4-7-6, 4=4-7-6, 6=4-7-6 Max Horz 2=-68(LC 8) Max Uplift 2=-34(LC 11), 4=-39(LC 11) Max Grav 2=138(LC 1), 4=138(LC 1), 6=141(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 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 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870532 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-A5c5bDD2lDmZittNA1wZQfIYU0odIl4oEecptTzUOEm Scale = 1:48.6 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-5-8 16-5-8 11-0-0 11-0-0 16-5-8 5-5-8 0-4-108-3-00-1-84-0-60-1-89.00 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 0.06 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 14 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-9-5. (lb) - Max Horz 2=255(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 2, 18, 19, 20, 21, 22, 23, 24, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 14, 2, 18, 19, 20, 21, 22, 23, 24, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/219, 7-8=-168/295, 8-9=-172/325, 9-10=-172/320, 10-11=-160/279 WEBS 9-18=-287/122 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) 0-3-1 to 5-8-0, Corner(3R) 5-8-0 to 11-0-0, Corner(3E) 11-0-0 to 16-3-12 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) 14, 2, 18, 19, 20, 21, 22, 23, 24, 17, 16, 15. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870533 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eIATpZDgWXuQJ1SZkkRozsrlJQ800FzyTIMNQwzUOEl Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-0-0 22-0-0 11-0-0 11-0-0 22-0-0 11-0-0 0-4-108-1-88-3-00-1-80-4-100-1-89.00 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 0.07 0.05 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 16 17 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 20-7-11. (lb) - Max Horz 2=-206(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 0-3-1 to 5-8-0, Corner(3R) 5-8-0 to 16-4-0, Corner(3E) 16-4-0 to 21-8-15 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870534 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-6Ukr0vEIHr0HxB1mISz1V4NtfqSclkk5hy5wyMzUOEk Scale = 1:29.2 1 2 3 4 5 6 10 9 8 7 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-10-3 6-10-30-4-105-0-20-1-80-1-89.00 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 0.28 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-2-0. (lb) - Max Horz 2=182(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/111 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870535 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-2srcRbGZoSG_AUA8Ps?VaVTHue91DeZO9Ga10FzUOEi Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T01 Truss Type Common Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870536 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-X3P_exGBZmOroelLzaWk7i?J41LkytIXOwKaZhzUOEh Scale = 1:65.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 4x6 3x4 3x8 3x4 3x4 3x6 5x8 5x8 3x6 9-9-4 9-9-4 19-6-8 9-9-4 -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 0.59 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 >920 >552 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=932(LC 2), 8=932(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/311, 3-4=-702/456, 4-5=-702/456, 5-6=-351/307, 2-11=-409/300, 6-8=-406/298 BOT CHORD 9-11=-208/620, 8-9=-85/513 WEBS 4-9=-501/636, 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T02 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870537 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-TRXk3dIR5NeZ1yvj4?YCC75bur0tQoOqrDphdZzUOEf Scale = 1:81.3 1 2 3 4 56 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x4 6x6 5x10 MT18HS 3x4 3x4 8x8 8x14 MT18HS 3x8 MT18HS 2x4 3x6 4x6 3x6 3x4 6x8 3x6 5x6 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 32-10-12 10-9-2 -1-2-8 1-2-8 5-5-13 5-5-13 10-9-2 5-3-5 13-7-8 2-10-6 22-1-10 8-6-2 27-4-15 5-3-5 32-10-12 5-5-13 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)-- [2:0-3-0,0-1-15], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [15:0-10-4,0-1-8] 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 0.73 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.06 0.24 (loc) 12-13 12-13 15 12-13 l/defl >604 >364 n/a >962 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* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15,7-15,7-13: 2x4 SPF No.2, 10-12,2-18: 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 5-16, 6-15, 7-15, 9-13, 9-12 REACTIONS. (size) 18=0-3-8, 15=0-3-8, 12=0-10-0 Max Horz 18=-348(LC 8) Max Uplift 18=-194(LC 11), 15=-484(LC 7), 12=-345(LC 6) Max Grav 18=479(LC 18), 15=1960(LC 2), 12=811(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/106, 5-6=-74/330, 6-7=-89/481, 7-9=-489/489, 9-10=-444/352, 10-12=-470/331, 2-18=-382/202 BOT CHORD 17-18=-396/545, 16-17=-304/302, 15-16=-511/242, 13-15=-81/300, 12-13=-157/391 WEBS 3-17=-304/290, 5-16=-680/189, 6-16=-119/645, 6-15=-855/341, 7-15=-900/216, 7-13=-339/638, 9-13=-275/280, 9-12=-313/150, 5-17=-224/596 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 15 = 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) 18 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) 18=194, 15=484, 12=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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T03 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870538 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xe56HzJ3shnQf6Uwei3RlLdmbFL99FXz4tYE90zUOEe Scale = 1:79.5 1 2 3 45 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x4 6x6 5x10 MT18HS 3x4 3x4 8x8 8x14 MT18HS 3x8 MT18HS 2x4 3x6 4x6 3x6 3x4 6x8 3x4 5x6 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 32-10-12 10-9-2 5-5-13 5-5-13 10-9-2 5-3-5 13-7-8 2-10-6 22-1-10 8-6-2 27-4-15 5-3-5 32-10-12 5-5-13 1-2-1412-0-01-2-145-0-012-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-8-4,0-1-12], [13:0-10-4,0-1-8] 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 0.90 0.72 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.06 0.24 (loc) 10-11 10-11 13 10-11 l/defl >608 >365 n/a >964 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-11: 2x4 SPF No.2, 9-10,1-16: 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 6-13, 8-11, 8-10 REACTIONS. (size) 16=0-3-8, 13=0-3-8, 10=0-10-0 Max Horz 16=-313(LC 8) Max Uplift 16=-147(LC 11), 13=-505(LC 7), 10=-325(LC 6) Max Grav 16=415(LC 18), 13=1972(LC 2), 10=738(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-331/83, 4-5=-66/309, 5-6=-88/472, 6-8=-491/440, 8-9=-432/292, 9-10=-369/230, 1-16=-294/136 BOT CHORD 15-16=-388/509, 14-15=-304/269, 13-14=-522/248, 11-13=-92/292, 10-11=-170/396 WEBS 2-15=-316/300, 4-14=-666/203, 5-14=-131/634, 5-13=-845/353, 6-13=-905/262, 6-11=-338/639, 8-11=-285/287, 8-10=-327/177, 4-15=-236/583 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 5-4-6, Exterior(2R) 5-4-6 to 27-6-1, Exterior(2E) 27-6-1 to 32-9-0 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 13 = 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) 16 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) 16=147, 13=505, 10=325. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T04 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870539 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-t0DtieKJOI18uPeIm76vqmj65224dAEGXB1LEuzUOEc Scale = 1:79.3 1 2 3 45 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x4 6x6 5x10 MT18HS 3x4 3x4 8x8 8x14 MT18HS 3x8 MT18HS 2x4 3x6 4x6 3x6 3x4 6x8 3x4 5x6 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 5-5-13 5-5-13 10-9-2 5-3-5 13-7-8 2-10-6 22-1-10 8-6-2 27-4-15 5-3-5 32-7-8 5-2-9 1-2-1412-0-01-6-25-0-012-0-012.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-8-4,0-1-12], [13:0-10-4,0-1-8] 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 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.57 0.06 0.21 (loc) 10-11 10-11 13 10-11 l/defl >668 >400 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* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-13,6-13,6-11: 2x4 SPF No.2, 9-10,1-16: 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 6-13, 8-11 REACTIONS. (size) 16=0-3-8, 13=0-3-8, 10=0-3-8 Max Horz 16=315(LC 7) Max Uplift 16=-138(LC 6), 13=-511(LC 7), 10=-325(LC 6) Max Grav 16=417(LC 18), 13=1964(LC 2), 10=724(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-330/81, 4-5=-69/303, 5-6=-91/472, 6-8=-477/434, 8-9=-332/248, 9-10=-305/196, 1-16=-294/136 BOT CHORD 15-16=-393/508, 14-15=-306/268, 13-14=-523/248, 11-13=-89/283, 10-11=-159/373 WEBS 2-15=-316/300, 4-14=-666/207, 5-14=-134/633, 5-13=-844/356, 6-13=-892/256, 6-11=-325/621, 8-11=-265/277, 8-10=-379/202, 4-15=-239/582 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 5-4-6, Exterior(2R) 5-4-6 to 27-2-2, Exterior(2E) 27-2-2 to 32-5-12 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 13 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=138, 13=511, 10=325. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LDmFv_Ly9c9?WZDUJrd8NzFFESOAMfgQmrnumLzUOEb Scale = 1:68.5 1 2 3456 11 10 9 8 7 12 13 14 15 16 17 3x4 4x8 3x8 4x6 3x4 3x4 3x8 3x6 3x4 4x6 5x8 10-9-8 10-9-8 19-0-4 8-2-12 27-3-0 8-2-12 4-8-0 4-8-0 10-9-8 6-1-8 19-0-4 8-2-12 27-3-0 8-2-12 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.70 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.80 0.02 0.03 (loc) 10-11 10-11 7 8-10 l/defl >650 >403 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-10,2-11: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-15 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 6-8, 2-11 REACTIONS. (size) 7=0-3-8, 11=0-3-8 Max Horz 11=320(LC 10) Max Uplift 7=-230(LC 7), 11=-38(LC 10) Max Grav 7=1281(LC 2), 11=1246(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1012/142, 3-4=-735/163, 4-6=-663/127, 6-7=-1108/272 BOT CHORD 10-11=-329/680, 8-10=-127/663 WEBS 2-10=-91/268, 3-10=0/291, 4-8=-649/280, 6-8=-220/1145, 2-11=-1077/54 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) 0-1-12 to 5-5-6, Exterior(2E) 5-5-6 to 21-10-2, Corner(3) 21-10-2 to 27-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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 except (jt=lb) 7=230. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-50, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LDmFv_Ly9c9?WZDUJrd8NzFFESOAMfgQmrnumLzUOEb LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-12=26, 3-12=19, 3-13=19, 6-13=26, 7-11=-12 Horz: 1-12=-38, 3-12=-31 Drag: 3-4=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 7-11=-20 Horz: 1-3=15 Drag: 3-4=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-6=28, 7-11=-12 Horz: 1-3=3 Drag: 3-4=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=28, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-6=8, 7-11=-20 Horz: 1-3=14 Drag: 3-4=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-6=8, 7-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-6=11, 7-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=11, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-6=11, 7-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=11, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-6=-9, 7-11=-20 Horz: 1-3=-28 Drag: 3-4=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-6=-9, 7-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-6=-20, 11-14=-40, 14-15=-60, 15-16=-40, 8-16=-60, 8-17=-40, 7-17=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-6=-29, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=11 Drag: 3-4=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-6=-29, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-8 Drag: 3-4=-0 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:28 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LDmFv_Ly9c9?WZDUJrd8NzFFESOAMfgQmrnumLzUOEb LOAD CASE(S) Standard Except: 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-6=-42, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-21 Drag: 3-4=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-6=-42, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-8 Drag: 3-4=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-6=-28, 7-11=-12 Horz: 1-3=16 Drag: 3-4=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=4, 7-11=-12 Horz: 1-3=-16 Drag: 3-4=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=26, 3-12=19, 3-13=19, 6-13=26, 7-11=-12 Horz: 1-12=-38, 3-12=-31 Drag: 3-4=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 7-11=-20 Horz: 1-3=15 Drag: 3-4=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-6=28, 7-11=-12 Horz: 1-3=3 Drag: 3-4=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=28, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-6=8, 7-11=-20 Horz: 1-3=14 Drag: 3-4=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-6=8, 7-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-6=11, 7-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=11, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-6=11, 7-11=-12 Horz: 1-3=-40 Drag: 3-4=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-6=11, 7-11=-12 Horz: 1-3=-23 Drag: 3-4=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:28 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LDmFv_Ly9c9?WZDUJrd8NzFFESOAMfgQmrnumLzUOEb LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=8, 3-6=-9, 7-11=-20 Horz: 1-3=-28 Drag: 3-4=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-6=-9, 7-11=-20 Horz: 1-3=-11 Drag: 3-4=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-6=-29, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=11 Drag: 3-4=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-6=-29, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-8 Drag: 3-4=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-6=-42, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-21 Drag: 3-4=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-6=-42, 11-14=-35, 14-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-3=-8 Drag: 3-4=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-6=-28, 7-11=-12 Horz: 1-3=16 Drag: 3-4=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=4, 7-11=-12 Horz: 1-3=-16 Drag: 3-4=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870541 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-pPKd6KMawvHs8johtY8NvBoRRsjN55TZ?VWSInzUOEa Scale = 1:79.1 1 2 34567 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 5x8 3x6 5x8 2x4 3x6 3x8 3x12 3x8 2x4 2x4 4x8 3x4 3x12 5x10 MT18HS 5x10 MT18HS3x6 10-9-8 10-9-8 18-2-1 7-4-9 25-4-15 7-2-13 32-9-8 7-4-9 43-3-0 10-5-8 4-8-0 4-8-0 10-9-8 6-1-8 18-2-1 7-4-9 25-4-15 7-2-13 32-9-8 7-4-9 38-11-0 6-1-8 43-3-0 4-4-0 3-10-1412-0-04-1-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [7:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.77 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.83 0.09 0.07 (loc) 16-17 16-17 10 13-14 l/defl >999 >623 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 243 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,8-11: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-13, 6-13, 7-13, 7-11, 2-17, 8-10 REACTIONS. (size) 17=0-3-8, 10=0-3-8 Max Horz 17=204(LC 7) Max Uplift 17=-107(LC 10), 10=-104(LC 11) Max Grav 17=2004(LC 2), 10=2008(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1879/335, 3-4=-1434/334, 4-6=-1825/370, 6-7=-1825/370, 7-8=-1845/329 BOT CHORD 16-17=-270/1140, 14-16=-269/1844, 13-14=-269/1844, 11-13=-93/1398, 10-11=-128/1038 WEBS 2-16=-113/542, 3-16=-20/753, 4-16=-833/251, 4-14=0/378, 6-13=-464/222, 7-13=-251/849, 8-11=-114/595, 2-17=-1970/270, 8-10=-1964/273 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 18-2-1, Interior(1) 18-2-1 to 25-3-9, Exterior(2R) 25-3-9 to 37-9-10, Exterior(2E) 37-9-10 to 43-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 17=107, 10=104. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T07 Truss Type PIGGYBACK BASE Qty 10 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870542 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-moSOX0NqSXXaN1x3?zAr_ctosgPvZ0ksSp?ZNfzUOEY Scale = 1:103.1 1 23 4 5 678910 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 4x6 6x8 4x6 6x8 4x6 10x16 3x8 MT18HS6x10 4x6 3x8 MT18HS 4x6 2x4 3x6 4x10 2x4 4x6 3x6 4x6 4x6 7x16 MT18HS 2x4 3x8 MT18HS3x8 MT18HS 8x16 2x4 5x12 7-6-8 7-6-8 14-9-8 7-3-0 22-2-1 7-4-9 29-4-15 7-2-13 36-9-8 7-4-9 44-0-8 7-3-0 50-9-8 6-9-0 52-10-8 2-1-0 54-11-8 2-1-0 -1-2-8 1-2-8 7-6-8 7-6-8 14-9-8 7-3-0 22-2-1 7-4-9 29-4-15 7-2-13 36-9-8 7-4-9 44-0-8 7-3-0 50-9-8 6-9-0 52-10-8 2-1-0 54-11-8 2-1-0 0-10-1412-0-01-6-012-0-09.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [13:0-11-12,0-5-0], [16:Edge,0-2-8], [19:0-5-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.76 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.66 0.21 0.22 (loc) 20-22 20-22 16 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 333 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 15-16,4-27,12-19,13-18: 2x3 SPF No.2 13-19,15-17,13-17: 2x4 SPF 2100F 1.8E, 14-17: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-7 max.): 6-10, 13-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-25, 6-23, 7-23, 9-23, 9-22, 10-22, 12-20, 13-19 REACTIONS. (size) 16=0-3-8, 2=0-3-8 Max Horz 2=298(LC 7) Max Uplift 16=-203(LC 11), 2=-190(LC 10) Max Grav 16=2479(LC 2), 2=2589(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3553/401, 4-6=-3071/470, 6-7=-2918/491, 7-9=-2918/491, 9-10=-3017/499, 10-12=-3450/498, 12-13=-4596/490, 13-14=-4235/385, 14-15=-4235/385, 15-16=-2327/226 BOT CHORD 2-27=-319/2719, 25-27=-319/2719, 23-25=-256/2395, 22-23=-222/3017, 20-22=-143/2665, 19-20=-327/3646, 18-19=-723/8072, 17-18=-713/8054 WEBS 4-27=0/340, 4-25=-579/282, 6-25=-89/698, 6-23=-266/1053, 7-23=-457/222, 9-23=-257/107, 9-22=-450/314, 10-22=-269/769, 10-20=-125/1172, 12-20=-1361/337, 12-19=0/1081, 13-19=-4470/460, 15-17=-424/4661, 13-17=-4270/366 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 7-3-9, Exterior(2R) 7-3-9 to 22-2-1, Interior(1) 22-2-1 to 29-3-9, Exterior(2R) 29-3-9 to 44-0-8, Interior(1) 44-0-8 to 50-9-8, Exterior(2E) 50-9-8 to 54-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 16=203, 2=190. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T08 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iAa8yiP4_8nHcK5S6ODJ41yA9T691sg9v7UfRYzUOEW Scale = 1:68.8 1 2 3 4 5 67 12 11 10 98 13 14 15 16 17 18 3x4 4x6 6x16 3x4 3x4 4x6 4x6 3x6 4x8 3x6 3x8 3x4 3x4 3x4 7-5-15 7-5-15 14-9-5 7-3-7 21-11-0 7-1-11 -1-2-8 1-2-8 4-9-0 4-9-0 9-8-0 4-11-0 14-9-5 5-1-5 21-11-0 7-1-11 1-0-012-1-01-1-212-1-09.00 12 Plate Offsets (X,Y)-- [3:0-2-7,0-2-0], [6:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.59 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.02 0.03 (loc) 9-11 9-11 14 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 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* 7-8,6-9,7-9: 2x4 SPF No.2, 2-12: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-9, 7-9, 7-14 REACTIONS. (size) 12=0-3-8, 14=0-3-0 Max Horz 12=463(LC 10) Max Uplift 12=-56(LC 10), 14=-198(LC 10) Max Grav 12=1081(LC 17), 14=976(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/131, 3-5=-1075/85, 5-6=-604/78, 6-7=-435/116, 2-12=-402/187 BOT CHORD 11-12=-399/954, 9-11=-266/749 WEBS 5-11=-75/448, 5-9=-571/269, 7-9=-228/823, 3-12=-852/0, 7-14=-977/198 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) -1-2-8 to 4-1-2, Exterior(2E) 4-1-2 to 21-6-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 14 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) 12 except (jt=lb) 14=198. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-6=-50, 6-7=-50, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T08 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iAa8yiP4_8nHcK5S6ODJ41yA9T691sg9v7UfRYzUOEW LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-15=26, 6-15=19, 6-7=19, 8-12=-12 Horz: 1-2=-57, 2-15=-38, 6-15=-31, 2-12=-37 Drag: 6-7=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 8-12=-20 Horz: 1-2=-10, 2-6=15, 2-12=31 Drag: 6-7=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-7=28, 8-12=-12 Horz: 1-2=-10, 2-6=3, 2-12=16 Drag: 6-7=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=28, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-21 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-7=8, 8-12=-20 Horz: 1-2=9, 2-6=14, 2-12=28 Drag: 6-7=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=8, 8-12=-20 Horz: 1-2=-17, 2-6=-11, 2-12=-10 Drag: 6-7=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-12=-12 Horz: 1-2=-34, 2-6=-40, 2-12=14 Drag: 6-7=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-19 Drag: 6-7=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-12=-12 Horz: 1-2=-34, 2-6=-40, 2-12=14 Drag: 6-7=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-19 Drag: 6-7=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-9, 8-12=-20 Horz: 1-2=-34, 2-6=-28, 2-12=25 Drag: 6-7=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 8-12=-20 Horz: 1-2=-17, 2-6=-11, 2-12=-8 Drag: 6-7=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-6=-20, 6-7=-20, 12-16=-40, 16-17=-60, 17-18=-40, 8-18=-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, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=6, 2-6=11, 2-12=21 Drag: 6-7=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T08 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:33 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iAa8yiP4_8nHcK5S6ODJ41yA9T691sg9v7UfRYzUOEW LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-29, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-13, 2-6=-8, 2-12=-7 Drag: 6-7=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-7=-42, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-26, 2-6=-21, 2-12=19 Drag: 6-7=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-42, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-13, 2-6=-8, 2-12=-6 Drag: 6-7=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 8-12=-12 Horz: 1-2=-16, 2-6=16, 2-12=16 Drag: 6-7=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=4, 6-7=4, 8-12=-12 Horz: 1-2=-16, 2-6=-16, 2-12=-16 Drag: 6-7=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-15=26, 6-15=19, 6-7=19, 8-12=-12 Horz: 1-2=-57, 2-15=-38, 6-15=-31, 2-12=-37 Drag: 6-7=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-6=-35, 6-7=-35, 8-12=-20 Horz: 1-2=-10, 2-6=15, 2-12=31 Drag: 6-7=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 6-7=28, 8-12=-12 Horz: 1-2=-10, 2-6=3, 2-12=16 Drag: 6-7=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=28, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-21 Drag: 6-7=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 6-7=8, 8-12=-20 Horz: 1-2=9, 2-6=14, 2-12=28 Drag: 6-7=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=8, 8-12=-20 Horz: 1-2=-17, 2-6=-11, 2-12=-10 Drag: 6-7=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-12=-12 Horz: 1-2=-34, 2-6=-40, 2-12=14 Drag: 6-7=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-19 Drag: 6-7=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 6-7=11, 8-12=-12 Horz: 1-2=-34, 2-6=-40, 2-12=14 Drag: 6-7=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 6-7=11, 8-12=-12 Horz: 1-2=-17, 2-6=-23, 2-12=-19 Drag: 6-7=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T08 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:33 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iAa8yiP4_8nHcK5S6ODJ41yA9T691sg9v7UfRYzUOEW LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 6-7=-9, 8-12=-20 Horz: 1-2=-34, 2-6=-28, 2-12=25 Drag: 6-7=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 6-7=-9, 8-12=-20 Horz: 1-2=-17, 2-6=-11, 2-12=-8 Drag: 6-7=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 6-7=-29, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=6, 2-6=11, 2-12=21 Drag: 6-7=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-29, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-13, 2-6=-8, 2-12=-7 Drag: 6-7=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 6-7=-42, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-26, 2-6=-21, 2-12=19 Drag: 6-7=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 6-7=-42, 12-16=-35, 16-17=-50, 17-18=-35, 8-18=-50 Horz: 1-2=-13, 2-6=-8, 2-12=-6 Drag: 6-7=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 6-7=-28, 8-12=-12 Horz: 1-2=-16, 2-6=16, 2-12=16 Drag: 6-7=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=4, 6-7=4, 8-12=-12 Horz: 1-2=-16, 2-6=-16, 2-12=-16 Drag: 6-7=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T09 Truss Type COMMON Qty 6 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870544 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-AN8WA1QikSv8EUgeg5kYcEVLotQBmIsI8nED__zUOEV Scale = 1:71.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x6 4x6 3x6 3x4 3x8 3x4 3x4 3x6 6x8 5x8 3x6 10-9-8 10-9-8 21-7-0 10-9-8 -1-2-8 1-2-8 5-0-0 5-0-0 10-9-8 5-9-8 16-7-0 5-9-8 21-7-0 5-0-0 22-9-8 1-2-8 1-4-012-1-81-4-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.73 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.63 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >663 >403 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=-349(LC 8) Max Uplift 13=-99(LC 10), 10=-99(LC 11) Max Grav 13=1038(LC 17), 10=1038(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-421/257, 3-5=-836/326, 5-7=-836/326, 7-8=-413/259, 2-13=-449/314, 8-10=-443/315 BOT CHORD 11-13=-137/780, 10-11=-15/643 WEBS 5-11=-274/696, 7-11=-241/298, 3-11=-242/298, 3-13=-687/81, 7-10=-693/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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 5-5-14, Corner(3R) 5-5-14 to 16-1-2, Exterior(2N) 16-1-2 to 17-5-14, Corner(3E) 17-5-14 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T10 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eZhuNNQLVl1?seFrEpFn9S2WmHpgVm9SNRzmWRzUOEU Scale = 1:72.4 1 2 3 4 5 6 78 14 13 12 11 10 9 15 16 17 18 19 20 21 3x6 3x4 4x10 6x16 3x4 2x4 3x4 5x8 3x8 3x4 4x8 3x6 3x4 3x4 3x4 1-6-0 1-6-0 8-1-11 6-7-11 14-8-11 6-7-0 21-11-0 7-2-5 -1-2-8 1-2-8 0-7-8 0-7-8 1-6-0 0-10-8 8-1-11 6-7-11 14-8-11 6-7-0 21-11-0 7-2-5 1-0-02-1-87-8-212-1-01-1-212-1-09.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-5-5,0-2-6], [7:0-5-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.52 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 -0.02 0.03 (loc) 9-10 9-10 16 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-13,2-14: 2x4 SPF-S Stud, 3-6,3-12,6-12,2-13: 2x3 SPF No.2 OTHERS 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.): 2-3, 5-13, 7-8. Except: 6-0-0 oc bracing: 3-5 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 1 Row at midpt 3-6, 6-10, 7-10, 8-10, 8-16 REACTIONS. (size) 14=0-3-8, 16=0-3-0 Max Horz 14=507(LC 10) Max Uplift 14=-78(LC 6), 16=-238(LC 6) Max Grav 14=1049(LC 2), 16=978(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-949/252, 6-7=-498/194, 7-8=-416/234, 2-14=-1049/317 BOT CHORD 13-14=-474/214, 12-13=-553/739, 10-12=-376/553 WEBS 3-6=-832/107, 3-12=-273/257, 6-12=0/369, 6-10=-234/255, 7-10=-268/279, 8-10=-440/772, 2-13=-141/795, 8-16=-978/496 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) -1-2-8 to 5-11-2, Exterior(2N) 5-11-2 to 9-5-1, Corner(3R) 9-5-1 to 20-0-5, Exterior(2N) 20-0-5 to 21-5-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 16 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) 14 except (jt=lb) 16=238. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T10 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eZhuNNQLVl1?seFrEpFn9S2WmHpgVm9SNRzmWRzUOEU LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-50, 2-17=-50, 3-17=-20, 4-5=-50, 5-7=-50, 7-8=-50, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-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=47, 2-3=35, 4-5=107, 5-18=35, 7-18=51, 7-19=51, 8-19=35, 9-14=-12 Horz: 1-2=-59, 2-3=-47, 3-5=-11, 4-5=-119, 5-18=-47, 7-18=-63, 2-14=-37 Drag: 7-8=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-3=-35, 4-5=-1, 5-7=-35, 7-8=-35, 9-14=-20 Horz: 1-2=-10, 2-3=15, 3-5=21, 4-5=-19, 5-7=15, 2-14=31 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=-15, 4-5=41, 5-7=28, 7-8=28, 9-14=-12 Horz: 1-2=-10, 2-3=3, 3-5=11, 4-5=-53, 5-7=-40, 2-14=16 Drag: 7-8=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 4-5=10, 5-7=15, 7-8=28, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-27, 4-5=-22, 5-7=-27, 2-14=-21 Drag: 7-8=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 4-5=14, 5-7=8, 7-8=8, 9-14=-20 Horz: 1-2=9, 2-3=14, 3-5=34, 4-5=-34, 5-7=-28, 2-14=28 Drag: 7-8=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 4-5=2, 5-7=-4, 7-8=8, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-4, 4-5=-22, 5-7=-16, 2-14=-10 Drag: 7-8=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=8, 4-5=14, 5-7=8, 7-8=-9, 9-14=-20 Horz: 1-2=-34, 2-3=-28, 3-5=-23, 4-5=-34, 5-7=-28, 2-14=25 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, 2-3=-9, 4-5=-3, 5-7=-9, 7-8=-9, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-5, 4-5=-17, 5-7=-11, 2-14=-8 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 4-5=-20, 5-7=-20, 7-8=-20, 12-14=-40, 12-20=-60, 20-21=-40, 9-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-17=-61, 3-17=-31, 4-5=-24, 5-7=-29, 7-8=-29, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=6, 2-3=11, 3-5=25, 4-5=-26, 5-7=-21, 2-14=21 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, 2-17=-42, 3-17=-12, 4-5=-34, 5-7=-38, 7-8=-29, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-3, 4-5=-16, 5-7=-12, 2-14=-7 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, 2-17=-29, 3-17=1, 4-5=-24, 5-7=-29, 7-8=-42, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-3=-21, 3-5=-17, 4-5=-26, 5-7=-21, 2-14=19 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T10 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:35 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eZhuNNQLVl1?seFrEpFn9S2WmHpgVm9SNRzmWRzUOEU LOAD CASE(S) Standard Except: 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, 2-17=-42, 3-17=-12, 4-5=-37, 5-7=-42, 7-8=-42, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-4, 4-5=-13, 5-7=-8, 2-14=-6 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 4-5=21, 5-7=-28, 7-8=-28, 9-14=-12 Horz: 1-2=-16, 2-3=16, 3-5=16, 4-5=-33, 5-7=16, 2-14=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=21, 5-7=4, 7-8=4, 9-14=-12 Horz: 1-2=-16, 2-3=-16, 3-5=-16, 4-5=-33, 5-7=-16, 2-14=-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=47, 2-3=35, 4-5=107, 5-18=35, 7-18=51, 7-19=51, 8-19=35, 9-14=-12 Horz: 1-2=-59, 2-3=-47, 3-5=-11, 4-5=-119, 5-18=-47, 7-18=-63, 2-14=-37 Drag: 7-8=-0 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-3=-35, 4-5=-1, 5-7=-35, 7-8=-35, 9-14=-20 Horz: 1-2=-10, 2-3=15, 3-5=21, 4-5=-19, 5-7=15, 2-14=31 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, 2-3=-15, 4-5=41, 5-7=28, 7-8=28, 9-14=-12 Horz: 1-2=-10, 2-3=3, 3-5=11, 4-5=-53, 5-7=-40, 2-14=16 Drag: 7-8=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 4-5=10, 5-7=15, 7-8=28, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-27, 4-5=-22, 5-7=-27, 2-14=-21 Drag: 7-8=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 4-5=14, 5-7=8, 7-8=8, 9-14=-20 Horz: 1-2=9, 2-3=14, 3-5=34, 4-5=-34, 5-7=-28, 2-14=28 Drag: 7-8=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 4-5=2, 5-7=-4, 7-8=8, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-4, 4-5=-22, 5-7=-16, 2-14=-10 Drag: 7-8=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=28, 4-5=22, 5-7=28, 7-8=11, 9-14=-12 Horz: 1-2=-34, 2-3=-40, 3-5=-46, 4-5=-34, 5-7=-40, 2-14=14 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, 2-3=11, 4-5=5, 5-7=11, 7-8=11, 9-14=-12 Horz: 1-2=-17, 2-3=-23, 3-5=-28, 4-5=-17, 5-7=-23, 2-14=-19 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, 2-3=8, 4-5=14, 5-7=8, 7-8=-9, 9-14=-20 Horz: 1-2=-34, 2-3=-28, 3-5=-23, 4-5=-34, 5-7=-28, 2-14=25 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, 2-3=-9, 4-5=-3, 5-7=-9, 7-8=-9, 9-14=-20 Horz: 1-2=-17, 2-3=-11, 3-5=-5, 4-5=-17, 5-7=-11, 2-14=-8 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, 2-17=-61, 3-17=-31, 4-5=-24, 5-7=-29, 7-8=-29, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=6, 2-3=11, 3-5=25, 4-5=-26, 5-7=-21, 2-14=21 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, 2-17=-42, 3-17=-12, 4-5=-34, 5-7=-38, 7-8=-29, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-3, 4-5=-16, 5-7=-12, 2-14=-7 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T10 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:35 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eZhuNNQLVl1?seFrEpFn9S2WmHpgVm9SNRzmWRzUOEU LOAD CASE(S) Standard Except: 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, 2-17=-29, 3-17=1, 4-5=-24, 5-7=-29, 7-8=-42, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-3=-21, 3-5=-17, 4-5=-26, 5-7=-21, 2-14=19 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, 2-17=-42, 3-17=-12, 4-5=-37, 5-7=-42, 7-8=-42, 12-14=-35, 12-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-3=-8, 3-5=-4, 4-5=-13, 5-7=-8, 2-14=-6 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, 2-3=-28, 4-5=21, 5-7=-28, 7-8=-28, 9-14=-12 Horz: 1-2=-16, 2-3=16, 3-5=16, 4-5=-33, 5-7=16, 2-14=16 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 4-5=21, 5-7=4, 7-8=4, 9-14=-12 Horz: 1-2=-16, 2-3=-16, 3-5=-16, 4-5=-33, 5-7=-16, 2-14=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T11 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-axpfo3Sb1NHj5yPDLEHFEt7pO4RfzndkqlStbJzUOES Scale = 1:73.6 1 2 3 4 5 9 8 76 10 11 12 13 14 2x4 5x6 3x4 3x6 3x4 3x8 3x6 2x4 3x8 8-11-0 8-11-0 17-3-8 8-4-8 0-10-0 0-10-0 8-11-0 8-1-0 17-3-8 8-4-8 11-4-812-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-2] 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-S 0.84 0.81 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.42 0.00 0.02 (loc) 7-9 7-9 6 7 l/defl >763 >492 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.): 2-5. BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 1-9, 2-9 REACTIONS. (size) 6=0-3-8, 9=Mechanical Max Horz 9=13(LC 10) Max Uplift 6=-134(LC 6), 9=-108(LC 6) Max Grav 6=808(LC 2), 9=804(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/57, 3-5=-347/57, 5-6=-647/171 WEBS 2-7=-80/521, 3-7=-575/268, 5-7=-95/584, 2-9=-726/239 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 0-10-0, Exterior(2R) 0-10-0 to 8-3-15, Interior(1) 8-3-15 to 11-10-2, Exterior(2E) 11-10-2 to 17-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 6=134, 9=108. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T11 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:37 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-axpfo3Sb1NHj5yPDLEHFEt7pO4RfzndkqlStbJzUOES LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=19, 2-10=26, 10-11=18, 5-11=19, 6-9=-12 Horz: 1-2=-31 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=-35, 2-5=-35, 6-9=-20 Horz: 1-2=15 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=28, 6-9=-12 Horz: 1-2=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=28, 6-9=-12 Horz: 1-2=3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-5=8, 6-9=-20 Horz: 1-2=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-5=8, 6-9=-20 Horz: 1-2=14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-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=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-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=-9, 2-5=-9, 6-9=-20 Horz: 1-2=-11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-9, 6-9=-20 Horz: 1-2=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 9-12=-40, 12-13=-60, 13-14=-40, 6-14=-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=-61, 2-5=-29, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=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=-61, 2-5=-29, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=11 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=-42, 2-5=-42, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-8 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=-42, 2-5=-42, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 6-9=-12 Horz: 1-2=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T11 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:37 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-axpfo3Sb1NHj5yPDLEHFEt7pO4RfzndkqlStbJzUOES LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 6-9=-12 Horz: 1-2=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-10=26, 10-11=18, 5-11=19, 6-9=-12 Horz: 1-2=-31 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-5=-35, 6-9=-20 Horz: 1-2=15 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=28, 6-9=-12 Horz: 1-2=3 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-5=28, 6-9=-12 Horz: 1-2=3 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-5=8, 6-9=-20 Horz: 1-2=14 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-5=8, 6-9=-20 Horz: 1-2=14 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-5=11, 6-9=-12 Horz: 1-2=-23 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-9, 6-9=-20 Horz: 1-2=-11 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-9, 6-9=-20 Horz: 1-2=-11 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-5=-29, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=11 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-5=-29, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=11 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-5=-42, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-8 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T11 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870546 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:37 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-axpfo3Sb1NHj5yPDLEHFEt7pO4RfzndkqlStbJzUOES LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-42, 2-5=-42, 9-12=-35, 12-13=-50, 13-14=-35, 6-14=-50 Horz: 1-2=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-28, 6-9=-12 Horz: 1-2=16 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 6-9=-12 Horz: 1-2=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T12 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870547 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-38N1?PTDogPaj6_PvxoUm4g?0UmFi7iu3PCQ7lzUOER Scale = 1:84.6 1 2 3 45678 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 5x6 6x8 3x6 5x8 2x4 2x4 4x8 3x4 2x4 3x6 3x12 5x12 4x8 2x4 2x4 3x8 3x8 4x8 5x10 MT18HS4x6 5x12 3x8 MT18HS 2-4-0 2-4-0 8-8-0 6-4-0 10-9-8 2-1-8 18-2-1 7-4-9 25-4-15 7-2-13 32-9-8 7-4-9 43-3-0 10-5-8 2-4-0 2-4-0 8-8-0 6-4-0 10-9-8 2-1-8 18-2-1 7-4-9 25-4-15 7-2-13 32-9-8 7-4-9 39-0-0 6-2-8 43-3-0 4-3-0 3-10-1412-0-04-1-141-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-6-0,0-2-0], [8:0-6-0,0-2-0], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.78 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.73 0.11 0.07 (loc) 11-12 11-12 11 14-16 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x4 SPF-S Stud, 11-13,13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,17-19,9-12,20-22,1-20: 2x3 SPF No.2 1-22,10-11,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 3-19 WEBS 1 Row at midpt 4-17, 4-16, 5-16, 7-16, 7-12, 9-11 REACTIONS. (size) 11=0-3-8, 22=0-3-8 Max Horz 22=203(LC 7) Max Uplift 11=-104(LC 11), 22=-107(LC 10) Max Grav 11=1996(LC 2), 22=1944(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1166/144, 2-3=-1986/317, 3-4=-1915/461, 4-5=-1821/371, 5-7=-1821/371, 7-8=-1395/329, 8-9=-1831/328, 1-22=-1914/213 BOT CHORD 2-20=-1047/210, 19-20=-305/1077, 3-19=-342/270, 16-17=-232/1382, 14-16=-227/1820, 12-14=-227/1820, 11-12=-128/1020 WEBS 2-19=-143/668, 17-19=-200/1546, 4-19=-324/789, 4-17=-421/160, 4-16=-231/871, 5-16=-463/215, 7-14=0/370, 7-12=-859/252, 8-12=-14/726, 9-12=-114/597, 9-11=-1942/275, 1-20=-187/1532 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 18-2-1, Interior(1) 18-2-1 to 25-3-9, Exterior(2R) 25-3-9 to 37-9-10, Exterior(2E) 37-9-10 to 43-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11=104, 22=107. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?WVnQ5UTKHfIyP7o0MrysVlJ9IShA3cBWjhXBezUOEP Scale = 1:70.7 1 2 3 4567 16 15 14 13 12 11 10 9 8 17 18 19 20 21 5x6 6x8 3x4 4x6 3x4 2x4 3x8 2x4 2x4 3x4 3x6 5x12 2x4 5x8 3x6 5x12 2-4-0 2-4-0 8-8-0 6-4-0 10-9-8 2-1-8 19-0-4 8-2-12 27-3-0 8-2-12 2-4-0 2-4-0 8-8-0 6-4-0 10-9-8 2-1-8 19-0-4 8-2-12 27-3-0 8-2-12 3-10-1412-0-01-0-09.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.78 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.04 0.04 (loc) 8-9 8-9 8 3-13 l/defl >999 >994 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 2-13,11-13,14-16,1-14: 2x3 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 3-13 WEBS 1 Row at midpt 7-8, 4-11, 4-9, 5-9, 7-9 REACTIONS. (size) 8=0-3-8, 16=0-3-8 Max Horz 16=320(LC 10) Max Uplift 8=-230(LC 7), 16=-38(LC 10) Max Grav 8=1260(LC 2), 16=1195(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-717/130, 2-3=-1104/170, 3-4=-1043/310, 4-5=-652/125, 5-7=-652/125, 7-8=-1093/269, 1-16=-1174/192 BOT CHORD 2-14=-589/62, 13-14=-432/694, 3-13=-335/267, 9-11=-197/703 WEBS 2-13=-59/334, 11-13=-153/836, 4-13=-411/662, 5-9=-574/269, 7-9=-218/1128, 14-16=-304/146, 1-14=-171/951 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 18-3-7, Interior(1) 18-3-7 to 21-10-2, Exterior(2E) 21-10-2 to 27-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 8=230. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:40 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?WVnQ5UTKHfIyP7o0MrysVlJ9IShA3cBWjhXBezUOEP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-50, 4-7=-50, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-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: 1-17=19, 4-17=26, 4-18=26, 18-19=13, 7-19=19, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-17=-31, 4-17=-38 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-35, 4-7=-35, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=15 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 4-7=28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-34, 4-7=8, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-7=8, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 4-7=-9, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-7=-9, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 15-16=-40, 13-14=-40, 11-12=-40, 11-20=-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: 1-4=-61, 4-7=-29, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=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: 1-4=-42, 4-7=-29, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-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: 1-4=-29, 4-7=-42, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-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: 1-4=-42, 4-7=-42, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:40 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?WVnQ5UTKHfIyP7o0MrysVlJ9IShA3cBWjhXBezUOEP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-7=-50, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-50, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=19, 4-17=26, 4-18=26, 18-19=13, 7-19=19, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-17=-31, 4-17=-38 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-35, 4-7=-35, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=15 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 4-7=28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=3 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-34, 4-7=8, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=14 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-7=8, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-11 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-40 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-40 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-7=11, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-23 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 4-7=-9, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-28 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-7=-9, 15-16=-20, 13-14=-20, 8-12=-20 Horz: 1-4=-11 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-29, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=11 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-7=-29, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-8 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870548 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:40 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?WVnQ5UTKHfIyP7o0MrysVlJ9IShA3cBWjhXBezUOEP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-29, 4-7=-42, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-21 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-7=-42, 15-16=-35, 13-14=-35, 11-12=-35, 11-20=-50, 20-21=-35, 8-21=-50 Horz: 1-4=-8 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-7=-28, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=16 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 15-16=-12, 13-14=-12, 8-12=-12 Horz: 1-4=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 33 Laura Vista Job Reference (optional) I40870549 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xvdYrnWksvw0BjHB8ntQxwqk?5GBewFU_1AeGXzUOEN Scale = 1:72.1 1 2 3 4567 14 13 12 11 10 9 815 16 17 18 19 5x6 4x6 3x6 2x4 6x6 3x12 4x6 8x8 3x6 4x8 2x4 4x8 3x8 8x8 5-6-8 5-6-8 9-10-0 4-3-8 10-9-8 0-11-8 19-0-4 8-2-12 27-3-0 8-2-12 5-6-8 5-6-8 9-10-0 4-3-8 10-9-8 0-11-8 19-0-4 8-2-12 27-3-0 8-2-12 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-4-0,0-2-0], [12:0-3-8,0-4-0], [13:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.27 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.02 0.09 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 432 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-14: 2x4 SPF-S Stud, 2-13,1-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-8 REACTIONS. (size) 8=0-3-8, 14=0-3-8 Max Horz 14=320(LC 8) Max Uplift 8=-811(LC 5), 14=-1997(LC 8) Max Grav 8=2611(LC 2), 14=4572(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3622/1486, 2-3=-3555/1266, 3-4=-3138/1187, 4-5=-2633/995, 1-14=-4119/1659 BOT CHORD 13-14=-352/150, 12-13=-1420/2839, 11-12=-1075/2759, 9-11=-524/1605, 8-9=-524/1605 WEBS 2-12=-602/694, 4-11=-621/1514, 5-11=-907/1801, 5-9=0/473, 5-8=-2795/912, 3-12=-941/1775, 2-13=-674/595, 1-13=-1323/3363, 3-11=-1514/922 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, 2x3 - 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; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=811, 14=1997. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 566 lb down and 444 lb up at 1-9-4, 566 lb down and 444 lb up at 3-9-4, 566 lb down and 444 lb up at 5-9-4, and 566 lb down and 444 lb up at 7-9-4, and 2904 lb down and 802 lb up at 9-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 33 Laura Vista Job Reference (optional) I40870549 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xvdYrnWksvw0BjHB8ntQxwqk?5GBewFU_1AeGXzUOEN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-2535(B) 13=-525(B) 15=-525(B) 16=-525(B) 17=-525(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870550 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-P5Aw26XMdC2tptsNiUOfT8NzIVdjNUmdDhvBozzUOEM Scale = 1:75.6 1 2 3 4 56 7 8 15 14 13 12 11 10 9 16 3x4 4x6 4x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-15 19-11-15 12-4-7 12-4-7 18-1-3 5-8-12 19-11-15 1-10-12 0-0-412-4-710-5-1112-4-712.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [7:0-4-4,0-1-12] 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 0.37 0.25 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 1-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-14,2-15: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10, 6-11, 5-12 REACTIONS.All bearings 19-11-11. (lb) - Max Horz 1=440(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 1, 10, 11, 12 except 14=-224(LC 10), 15=-258(LC 10) Max Grav All reactions 250 lb or less at joint(s) 9 except 1=346(LC 10), 10=320(LC 2), 11=323(LC 26), 12=264(LC 17), 14=499(LC 17), 15=519(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/270, 2-4=-286/177 WEBS 4-14=-291/277, 2-15=-321/299 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(3) 0-4-4 to 5-7-13, Exterior(2E) 5-7-13 to 18-1-3, Corner(3) 18-1-3 to 19-10-11 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1, 10, 11, 12 except (jt=lb) 14=224, 15=258. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870551 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-tIkIGSX_OWAkR1RZFCvu0Lw8Fvyy6y5mRLflKPzUOEL Scale = 1:71.0 1 2 3 45 6 7 14 13 12 11 10 9 8 15 163x4 4x6 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 3-9-1 3-8-13 19-2-13 15-5-12 3-9-1 3-9-1 11-7-5 7-10-4 17-4-1 5-8-12 19-2-13 1-10-12 0-0-411-7-59-8-911-7-512.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] 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 0.35 0.25 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10, 4-11 REACTIONS.All bearings 19-2-9. (lb) - Max Horz 1=409(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 9, 10, 11 except 13=-235(LC 10), 14=-228(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=335(LC 10), 9=319(LC 2), 10=325(LC 26), 11=255(LC 17), 13=517(LC 17), 14=456(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-509/257, 2-3=-292/183 WEBS 3-13=-303/288, 2-14=-285/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-4-4 to 5-7-13, Exterior(2E) 5-7-13 to 17-4-1, Corner(3) 17-4-1 to 19-1-9 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 9, 10, 11 except (jt=lb) 13=235, 14=228. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870552 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-LUIgToYc9qIa3A0mpvQ7ZZSHrJHMrSPwg?OItszUOEK Scale = 1:81.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x4 4x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-8-13 17-8-13 12-11-11 12-11-11 17-8-13 4-9-2 0-0-412-11-118-2-912.00 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 0.43 0.30 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 1-11: 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-10: 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 5-10, 4-12, 6-9 REACTIONS.All bearings 17-8-9. (lb) - Max Horz 1=398(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10 except 8=-177(LC 18), 1=-105(LC 8), 12=-225(LC 10), 13=-276(LC 10), 9=-235(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8 except 1=307(LC 19), 10=480(LC 17), 12=482(LC 17), 13=555(LC 17), 9=498(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-464/327 WEBS 5-10=-274/55, 4-12=-290/296, 2-13=-342/420, 6-9=-305/377 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) 0-4-4 to 5-7-13, Exterior(2N) 5-7-13 to 7-8-2, Corner(3R) 7-8-2 to 12-11-11, Corner(3E) 12-11-11 to 17-7-9 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) 10 except (jt=lb) 8=177, 1=105, 12=225, 13=276, 9=235. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870553 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-qgs2h8ZEw7QRgKbyNdyM5m?V9jelatw3ve8rPIzUOEJ Scale = 1:72.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 22-11-7 22-11-3 11-5-11 11-5-11 22-11-7 11-5-11 0-0-411-5-110-0-412.00 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 0.20 0.23 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 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 4-10 REACTIONS.All bearings 22-10-15. (lb) - Max Horz 1=-284(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-242(LC 10), 13=-217(LC 10), 9=-242(LC 11), 8=-217(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=411(LC 20), 11=516(LC 17), 13=434(LC 17), 9=514(LC 18), 8=436(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-339/235, 6-7=-287/158 WEBS 3-11=-311/293, 2-13=-273/297, 5-9=-310/293, 6-8=-272/296 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) 0-4-4 to 5-7-13, Exterior(2N) 5-7-13 to 6-2-2, Corner(3R) 6-2-2 to 16-9-5, Exterior(2N) 16-9-5 to 17-3-9, Corner(3E) 17-3-9 to 22-7-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=242, 13=217, 9=242, 8=217. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870554 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-ItQRuUashRYIIUA8xKTbe_Ygo6?5JMMD7ItPxkzUOEI Scale = 1:60.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 19-11-7 19-11-3 9-11-11 9-11-11 19-11-7 9-11-11 0-0-49-11-110-0-412.00 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 0.21 0.16 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-10-15. (lb) - Max Horz 1=246(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-119(LC 8), 11=-249(LC 10), 13=-181(LC 10), 9=-249(LC 11), 8=-181(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=372(LC 20), 11=493(LC 17), 13=341(LC 17), 9=492(LC 18), 8=342(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-338/205, 6-7=-311/150 WEBS 3-11=-318/338, 2-13=-232/291, 5-9=-317/337, 6-8=-232/292 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) 0-4-4 to 5-7-13, Corner(3R) 5-7-13 to 14-3-9, Corner(3E) 14-3-9 to 19-7-3 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) 7 except (jt=lb) 1=119, 11=249, 13=181, 9=249, 8=181. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870555 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-EFYBJAb7C2o0XoJX2lV3jPd?WwfFnGpWbcMW0dzUOEG Scale = 1:53.6 1 2 3 4 5 9876 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-11-2 16-11-2 16-11-6 0-0-4 8-5-11 8-5-11 16-11-6 8-5-11 0-0-48-5-110-0-412.00 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 0.26 0.31 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-10-14. (lb) - Max Horz 1=208(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-276(LC 10), 6=-276(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=348(LC 20), 9=541(LC 17), 6=541(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-343/424, 4-6=-345/426 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) 0-4-4 to 5-7-13, Corner(3R) 5-7-13 to 11-3-9, Corner(3E) 11-3-9 to 16-7-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=276, 6=276. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870556 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iS5ZXWclzMwt9yujcS0IGcABqK1mWkkfqG63Y3zUOEF Scale = 1:44.5 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-11-6 13-11-2 6-11-11 6-11-11 13-11-6 6-11-11 0-0-46-11-110-0-412.00 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 0.22 0.16 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: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-14. (lb) - Max Horz 1=169(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-228(LC 10), 6=-228(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=334(LC 20), 8=430(LC 17), 6=430(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-287/407, 4-6=-286/407 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) 0-4-4 to 5-7-13, Corner(3R) 5-7-13 to 8-3-9, Corner(3E) 8-3-9 to 13-7-3 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=228, 6=228. 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870557 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-iS5ZXWclzMwt9yujcS0IGcA0WK0MWkqfqG63Y3zUOEF Scale = 1:35.4 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 10-11-6 10-11-2 5-5-11 5-5-11 10-11-6 5-5-11 0-0-45-5-110-0-412.00 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 0.94 0.25 0.13 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: 31 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=10-10-14, 3=10-10-14, 4=10-10-14 Max Horz 1=-131(LC 6) Max Uplift 1=-42(LC 11), 3=-42(LC 11), 4=-13(LC 10) Max Grav 1=229(LC 1), 3=229(LC 1), 4=362(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 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 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870558 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-AefxksdNkg2kn5TvAAXXoqiHekLfFDIo2wrc4VzUOEE Scale = 1:27.1 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 7-11-7 7-11-3 3-11-11 3-11-11 7-11-7 3-11-11 0-0-43-11-110-0-412.00 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 0.54 0.25 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-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=7-10-14, 3=7-10-14, 4=7-10-14 Max Horz 1=-93(LC 6) Max Uplift 1=-34(LC 11), 3=-34(LC 11), 4=-7(LC 10) Max Grav 1=161(LC 1), 3=161(LC 1), 4=258(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 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 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870559 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-eqDKxBe?VzAbOF26jt2mL1FWp7jP_g3yHabAcyzUOED Scale = 1:15.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-11-6 4-11-2 2-5-11 2-5-11 4-11-6 2-5-11 0-0-42-5-110-0-412.00 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 0.32 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-10-14, 3=4-10-14, 4=4-10-14 Max Horz 1=-54(LC 8) Max Uplift 1=-27(LC 11), 3=-27(LC 11) Max Grav 1=101(LC 1), 3=101(LC 1), 4=137(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 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 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-60ni9XedGHIS0PdIHba?tFni7X2Uj5A5WEKj9OzUOEC Scale = 1:45.0 1 2 3 4 7653x4 2x4 2x4 2x4 2x4 2x4 2x4 10-7-5 10-7-5 0-0-47-11-89.00 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 0.22 0.16 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 10-7-0. (lb) - Max Horz 1=302(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-172(LC 10), 7=-130(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=496(LC 17), 7=335(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=-255/139 WEBS 3-6=-301/247 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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, with BCDL = 10.0psf. 5) 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=130. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 1-6=-35, 5-6=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=31, 1-5=-12 Horz: 1-4=-43 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870560 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-60ni9XedGHIS0PdIHba?tFni7X2Uj5A5WEKj9OzUOEC LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-40, 1-5=-20 Horz: 1-4=20 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 1-5=-12 Horz: 1-4=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-34, 1-5=-20 Horz: 1-4=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 1-5=-20 Horz: 1-4=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 1-5=-12 Horz: 1-4=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 1-5=-12 Horz: 1-4=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 1-5=-20 Horz: 1-4=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 1-5=-20 Horz: 1-4=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 1-6=-40, 5-6=-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: 1-4=-61, 1-6=-35, 5-6=-50 Horz: 1-4=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: 1-4=-42, 1-6=-35, 5-6=-50 Horz: 1-4=-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: 1-4=-29, 1-6=-35, 5-6=-50 Horz: 1-4=-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: 1-4=-42, 1-6=-35, 5-6=-50 Horz: 1-4=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870561 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-bDL4MtfF1bQJeZCUrI5EQSKtvxMoSZiFku4GhqzUOEB Scale = 1:34.8 1 2 3 5462x4 2x4 2x4 2x4 2x4 7-11-5 7-11-5 0-0-45-11-89.00 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 0.21 0.28 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=7-11-0, 4=7-11-0, 5=7-11-0 Max Horz 1=222(LC 10) Max Uplift 4=-59(LC 10), 5=-174(LC 10) Max Grav 1=154(LC 19), 4=180(LC 17), 5=477(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/154 WEBS 2-5=-301/293 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 4 except (jt=lb) 5=174. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 1-6=-35, 4-6=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 1-4=-12 Horz: 1-3=-50 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870561 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-bDL4MtfF1bQJeZCUrI5EQSKtvxMoSZiFku4GhqzUOEB LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-43, 1-4=-20 Horz: 1-3=23 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 1-4=-12 Horz: 1-3=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 1-4=-20 Horz: 1-3=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 1-4=-20 Horz: 1-3=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 1-4=-20 Horz: 1-3=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 1-4=-20 Horz: 1-3=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 1-6=-40, 4-6=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 1-6=-35, 4-6=-50 Horz: 1-3=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: 1-3=-42, 1-6=-35, 4-6=-50 Horz: 1-3=-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: 1-3=-29, 1-6=-35, 4-6=-50 Horz: 1-3=-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: 1-3=-42, 1-6=-35, 4-6=-50 Horz: 1-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870562 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-3PvSaDguouYAFjnhP?cTzgtuaLfXB14OzYpqDGzUOEA Scale = 1:23.4 1 2 32x4 2x4 2x4 5-3-5 5-3-5 0-0-43-11-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.86 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: 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 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-3-0, 3=5-3-0 Max Horz 1=142(LC 10) Max Uplift 3=-91(LC 10) Max Grav 1=189(LC 1), 3=206(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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870563 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-3PvSaDguouYAFjnhP?cTzgt3XLl8B14OzYpqDGzUOEA Scale = 1:12.7 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 0-0-41-11-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 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 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-7-0, 3=2-7-0 Max Horz 1=62(LC 10) Max Uplift 3=-40(LC 10) Max Grav 1=83(LC 1), 3=90(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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870564 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-XbTqnZhWZCg1ttMtyj7iVtPAel4HwN1XCCZNmjzUOE9 Scale = 1:74.7 1 2 3 4 5 6 10 9 8 7 11 3x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-10-11 14-10-11 12-4-5 12-4-5 14-10-11 2-6-6 0-0-412-4-59-9-1512.00 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 0.15 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 14-10-7. (lb) - Max Horz 1=424(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 8 except 9=-234(LC 10), 10=-250(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=335(LC 10), 8=401(LC 17), 9=503(LC 17), 10=506(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/293, 2-4=-277/189 WEBS 4-9=-301/306, 2-10=-311/290 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 7-0-12, Exterior(2R) 7-0-12 to 12-4-5, Exterior(2E) 12-4-5 to 14-9-7 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) 7, 1, 8 except (jt=lb) 9=234, 10=250. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 1-10=-35, 7-10=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870564 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-XbTqnZhWZCg1ttMtyj7iVtPAel4HwN1XCCZNmjzUOE9 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-11=24, 3-11=25, 3-5=31, 5-6=24, 1-7=-12 Horz: 1-11=-36, 3-11=-37, 3-5=-43, 5-6=36 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-43, 5-6=-43, 1-7=-20 Horz: 1-5=23, 5-6=-23 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-15, 5-6=11, 1-7=-12 Horz: 1-5=3, 5-6=23 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=11, 5-6=-15, 1-7=-12 Horz: 1-5=-23, 5-6=-3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-34, 5-6=-9, 1-7=-20 Horz: 1-5=14, 5-6=11 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-9, 5-6=-34, 1-7=-20 Horz: 1-5=-11, 5-6=-14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-6=11, 1-7=-12 Horz: 1-5=-40, 5-6=23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=11, 5-6=28, 1-7=-12 Horz: 1-5=-23, 5-6=40 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-6=11, 1-7=-12 Horz: 1-5=-40, 5-6=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=11, 5-6=28, 1-7=-12 Horz: 1-5=-23, 5-6=40 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=8, 5-6=-9, 1-7=-20 Horz: 1-5=-28, 5-6=11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-9, 5-6=8, 1-7=-20 Horz: 1-5=-11, 5-6=28 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-20, 1-10=-40, 7-10=-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: 1-5=-61, 5-6=-42, 1-10=-35, 7-10=-50 Horz: 1-5=11, 5-6=8 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: 1-5=-42, 5-6=-61, 1-10=-35, 7-10=-50 Horz: 1-5=-8, 5-6=-11 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: 1-5=-29, 5-6=-42, 1-10=-35, 7-10=-50 Horz: 1-5=-21, 5-6=8 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: 1-5=-42, 5-6=-29, 1-10=-35, 7-10=-50 Horz: 1-5=-8, 5-6=21 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 1-7=-12 Horz: 1-5=16, 5-6=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870564 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:56 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-XbTqnZhWZCg1ttMtyj7iVtPAel4HwN1XCCZNmjzUOE9 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 1-7=-12 Horz: 1-5=-16, 5-6=16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-20, 1-10=-35, 7-10=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-50, 1-10=-35, 7-10=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870565 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?o1D?vi8KWptV0x3WQex25yO88PRfsXhRsIxI9zUOE8 Scale = 1:65.8 1 2 3 4 5 9876 10 113x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-4-11 13-4-11 10-10-5 10-10-5 13-4-11 2-6-6 0-0-410-10-58-3-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.16 0.32 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 13-4-7. (lb) - Max Horz 1=365(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 1=-121(LC 8), 8=-249(LC 10), 9=-197(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=317(LC 10), 7=392(LC 17), 8=526(LC 17), 9=390(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-472/273, 2-3=-285/198 WEBS 3-8=-318/346 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 10-10-5, Exterior(2E) 10-10-5 to 13-3-7 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) 6, 7 except (jt=lb) 1=121, 8=249, 9=197. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-5=-50, 1-11=-35, 6-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870565 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?o1D?vi8KWptV0x3WQex25yO88PRfsXhRsIxI9zUOE8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-10=26, 4-10=35, 4-5=26, 1-6=-12 Horz: 1-10=-38, 4-10=-47, 4-5=38 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-45, 4-5=-45, 1-6=-20 Horz: 1-4=25, 4-5=-25 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 4-5=11, 1-6=-12 Horz: 1-4=3, 4-5=23 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-5=-15, 1-6=-12 Horz: 1-4=-23, 4-5=-3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-34, 4-5=-9, 1-6=-20 Horz: 1-4=14, 4-5=11 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-5=-34, 1-6=-20 Horz: 1-4=-11, 4-5=-14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-5=11, 1-6=-12 Horz: 1-4=-40, 4-5=23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-5=28, 1-6=-12 Horz: 1-4=-23, 4-5=40 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 4-5=11, 1-6=-12 Horz: 1-4=-40, 4-5=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 4-5=28, 1-6=-12 Horz: 1-4=-23, 4-5=40 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 4-5=-9, 1-6=-20 Horz: 1-4=-28, 4-5=11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 4-5=8, 1-6=-20 Horz: 1-4=-11, 4-5=28 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-20, 1-11=-40, 6-11=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-5=-42, 1-11=-35, 6-11=-50 Horz: 1-4=11, 4-5=8 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: 1-4=-42, 4-5=-61, 1-11=-35, 6-11=-50 Horz: 1-4=-8, 4-5=-11 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: 1-4=-29, 4-5=-42, 1-11=-35, 6-11=-50 Horz: 1-4=-21, 4-5=8 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: 1-4=-42, 4-5=-29, 1-11=-35, 6-11=-50 Horz: 1-4=-8, 4-5=21 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-28, 1-6=-12 Horz: 1-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870565 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:57 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-?o1D?vi8KWptV0x3WQex25yO88PRfsXhRsIxI9zUOE8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=4, 4-5=4, 1-6=-12 Horz: 1-4=-16, 4-5=16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-5=-20, 1-11=-35, 6-11=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-50, 1-11=-35, 6-11=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870566 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-T_abCFim5pxk6AVF489AaIVX1YkyOLDqfW2UqbzUOE7 Scale = 1:56.7 1 2 3 4 7653x4 4x6 2x4 2x4 2x4 2x4 2x4 11-10-11 11-10-11 9-4-5 9-4-5 11-10-11 2-6-6 0-0-49-4-56-9-1512.00 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 0.33 0.21 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 11-10-7. (lb) - Max Horz 1=305(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-313(LC 10) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=256(LC 19), 6=355(LC 17), 7=619(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/235 WEBS 2-7=-388/420 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 5-4-5, Exterior(2R) 5-4-5 to 9-4-5, Exterior(2E) 9-4-5 to 11-9-7 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=313. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 1-7=-35, 5-7=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870566 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-T_abCFim5pxk6AVF489AaIVX1YkyOLDqfW2UqbzUOE7 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=30, 2-3=39, 3-4=30, 1-5=-12 Horz: 1-2=-42, 2-3=-51, 3-4=42 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-46, 3-4=-46, 1-5=-20 Horz: 1-3=26, 3-4=-26 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-4=11, 1-5=-12 Horz: 1-3=3, 3-4=23 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=-15, 1-5=-12 Horz: 1-3=-23, 3-4=-3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-9, 1-5=-20 Horz: 1-3=14, 3-4=11 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-34, 1-5=-20 Horz: 1-3=-11, 3-4=-14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-9, 1-5=-20 Horz: 1-3=-28, 3-4=11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=8, 1-5=-20 Horz: 1-3=-11, 3-4=28 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 1-7=-40, 5-7=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-4=-42, 1-7=-35, 5-7=-50 Horz: 1-3=11, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-61, 1-7=-35, 5-7=-50 Horz: 1-3=-8, 3-4=-11 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-4=-42, 1-7=-35, 5-7=-50 Horz: 1-3=-21, 3-4=8 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-29, 1-7=-35, 5-7=-50 Horz: 1-3=-8, 3-4=21 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 1-5=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870566 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:58 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-T_abCFim5pxk6AVF489AaIVX1YkyOLDqfW2UqbzUOE7 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 1-5=-12 Horz: 1-3=-16, 3-4=16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-20, 1-7=-35, 5-7=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-50, 1-7=-35, 5-7=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870567 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xA8zPbjOs73bkK4SergP7W1kdy5H7mY_uAn1M2zUOE6 Scale = 1:49.9 1 2 3 4 765 8 93x4 4x6 2x4 2x4 2x4 2x4 2x4 10-4-11 10-4-11 7-10-5 7-10-5 10-4-11 2-6-6 0-0-47-10-55-3-1512.00 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 0.14 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 10-4-7. (lb) - Max Horz 1=245(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-255(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=391(LC 17), 7=501(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/198 WEBS 2-7=-328/361 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 7-10-5, Exterior(2E) 7-10-5 to 10-3-7 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=255. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 1-9=-35, 5-9=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870567 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xA8zPbjOs73bkK4SergP7W1kdy5H7mY_uAn1M2zUOE6 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-8=34, 3-8=44, 3-4=34, 1-5=-12 Horz: 1-8=-46, 3-8=-56, 3-4=46 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-47, 3-4=-47, 1-5=-20 Horz: 1-3=27, 3-4=-27 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-4=11, 1-5=-12 Horz: 1-3=3, 3-4=23 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=-15, 1-5=-12 Horz: 1-3=-23, 3-4=-3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-9, 1-5=-20 Horz: 1-3=14, 3-4=11 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-34, 1-5=-20 Horz: 1-3=-11, 3-4=-14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-9, 1-5=-20 Horz: 1-3=-28, 3-4=11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=8, 1-5=-20 Horz: 1-3=-11, 3-4=28 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 1-9=-40, 5-9=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-4=-42, 1-9=-35, 5-9=-50 Horz: 1-3=11, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-61, 1-9=-35, 5-9=-50 Horz: 1-3=-8, 3-4=-11 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-4=-42, 1-9=-35, 5-9=-50 Horz: 1-3=-21, 3-4=8 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-29, 1-9=-35, 5-9=-50 Horz: 1-3=-8, 3-4=21 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 1-5=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870567 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:17:59 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-xA8zPbjOs73bkK4SergP7W1kdy5H7mY_uAn1M2zUOE6 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 1-5=-12 Horz: 1-3=-16, 3-4=16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-20, 1-9=-35, 5-9=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-50, 1-9=-35, 5-9=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870568 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-PNiLdwk0dRBSMUfeBZCegjawnMSlsFO77qXbvUzUOE5 Scale = 1:42.5 1 2 3 4 765 8 92x4 4x6 2x4 2x4 2x4 2x4 2x4 8-10-11 8-10-11 6-4-5 6-4-5 8-10-11 2-6-6 0-0-46-4-53-9-1512.00 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 0.12 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: 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 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 8-10-7. (lb) - Max Horz 1=185(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=396(LC 17), 7=411(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 6-4-5, Exterior(2E) 6-4-5 to 8-9-7 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=219. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 1-9=-35, 5-9=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=38, 3-8=50, 3-4=38, 1-5=-12 Horz: 1-8=-50, 3-8=-62, 3-4=50 Continued on page 2 April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870568 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-PNiLdwk0dRBSMUfeBZCegjawnMSlsFO77qXbvUzUOE5 LOAD CASE(S) Standard Except: 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-49, 3-4=-49, 1-5=-20 Horz: 1-3=29, 3-4=-29 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-4=11, 1-5=-12 Horz: 1-3=3, 3-4=23 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=-15, 1-5=-12 Horz: 1-3=-23, 3-4=-3 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 3-4=-9, 1-5=-20 Horz: 1-3=14, 3-4=11 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=-34, 1-5=-20 Horz: 1-3=-11, 3-4=-14 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 3-4=11, 1-5=-12 Horz: 1-3=-40, 3-4=23 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 3-4=28, 1-5=-12 Horz: 1-3=-23, 3-4=40 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=-9, 1-5=-20 Horz: 1-3=-28, 3-4=11 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 3-4=8, 1-5=-20 Horz: 1-3=-11, 3-4=28 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 1-9=-40, 5-9=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-4=-42, 1-9=-35, 5-9=-50 Horz: 1-3=11, 3-4=8 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-61, 1-9=-35, 5-9=-50 Horz: 1-3=-8, 3-4=-11 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-4=-42, 1-9=-35, 5-9=-50 Horz: 1-3=-21, 3-4=8 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 3-4=-29, 1-9=-35, 5-9=-50 Horz: 1-3=-8, 3-4=21 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-4=-28, 1-5=-12 Horz: 1-3=16, 3-4=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 1-5=-12 Horz: 1-3=-16, 3-4=16 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870568 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:00 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-PNiLdwk0dRBSMUfeBZCegjawnMSlsFO77qXbvUzUOE5 LOAD CASE(S) 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-20, 1-9=-35, 5-9=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-50, 1-9=-35, 5-9=-50 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870569 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-tZGjqGleOkJJzeEqlGjtCx70?mn5bkZHLUG8RwzUOE4 Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-5-8 3-5-8 0-0-42-7-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.18 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 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-3, 3=3-5-3 Max Horz 1=87(LC 10) Max Uplift 3=-56(LC 10) Max Grav 1=117(LC 1), 3=127(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 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) 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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870570 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-Mlq62clH82RAbop1J_E6l8f9l962KAQQa80izMzUOE3 Scale = 1:32.5 1 2 3 43x4 4x6 3x4 2x4 9-8-6 9-8-6 9-8-10 0-0-4 4-10-5 4-10-5 9-8-10 4-10-5 0-0-44-10-50-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] 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 0.54 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=9-8-2, 3=9-8-2, 4=9-8-2 Max Horz 1=-115(LC 6) Max Uplift 1=-37(LC 11), 3=-37(LC 11), 4=-11(LC 10) Max Grav 1=201(LC 1), 3=201(LC 1), 4=319(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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870571 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-Mlq62clH82RAbop1J_E6l8fD?97PKBJQa80izMzUOE3 Scale = 1:23.2 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 6-8-10 6-8-6 3-4-5 3-4-5 6-8-10 3-4-5 0-0-43-4-50-0-412.00 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 0.27 0.17 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=6-8-2, 3=6-8-2, 4=6-8-2 Max Horz 1=77(LC 9) Max Uplift 1=-28(LC 11), 3=-28(LC 11), 4=-6(LC 10) Max Grav 1=134(LC 1), 3=134(LC 1), 4=214(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. April 3,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001009 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 33 Laura Vista Job Reference (optional) I40870572 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 15:18:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:B8t6NFpZ8wHxDfYk2uGGShzB25M-qyOUFymvvMZ1DxODthlLHMCR0ZVd3evZpolFVpzUOE2 Scale: 1"=1' 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 3-8-10 3-8-6 1-10-5 1-10-5 3-8-10 1-10-5 0-0-41-10-50-0-412.00 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 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-2, 3=3-8-2, 4=3-8-2 Max Horz 1=39(LC 9) Max Uplift 1=-19(LC 11), 3=-19(LC 11) Max Grav 1=72(LC 1), 3=72(LC 1), 4=97(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. April 3,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths