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HomeMy WebLinkAbout14GG - 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). March 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I40636551 thru I40636599 My license renewal date for the state of Indiana is July 31, 2020. B20000793 Wedgewood 14 Grannan Grove 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 B20000793 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636551 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-xk9HSl8RX41GzqlNgOG6fgYJGdP8lYN4Q1j4v9zaJco Scale = 1:93.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 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 56 5554 5352 5150 49 48 47 46 45 44 43 3x4 3x6 4x6 6x6 4x6 3x6 6x6 8x8 5x6 4x6 3x6 50-7-8 50-7-8 -1-10-8 1-10-8 14-1-8 14-1-8 35-5-0 21-3-8 50-7-8 15-2-8 1-4-1412-0-00-7-212-0-09.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-4], [26:0-4-0,0-4-8], [30:0-3-0,0-3-4], [42:0-0-0,0-0-4], [62:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.01 0.02 0.01 (loc) 1 1 42 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 507 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 10-75,8-76,7-77,6-78,5-79,4-80,3-81,34-49,36-48,37-47,38-46,39-45 ,40-44,41-43: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-30. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 30-53, 29-55, 28-56, 27-57, 26-58, 25-59, 24-60, 23-61, 22-62, 21-63, 20-64, 19-65, 18-66, 17-67, 16-68, 15-70, 14-71, 13-72, 12-73, 11-74, 31-52, 32-51, 33-50 REACTIONS.All bearings 50-7-8. (lb) - Max Horz 82=-324(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 70, 72, 73, 74, 75, 76, 77, 78, 79, 80, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 82=-254(LC 6), 81=-251(LC 7) Max Grav All reactions 250 lb or less at joint(s) 53, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 82=400(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-82=-291/160, 10-11=-146/281, 11-12=-178/333, 12-13=-207/385, 13-14=-217/402, 14-15=-190/358, 15-16=-190/357, 16-17=-190/357, 17-18=-190/357, 18-19=-190/357, 19-20=-190/357, 20-21=-190/357, 21-22=-190/357, 22-23=-190/358, 23-24=-190/358, 24-25=-190/358, 25-26=-190/358, 26-27=-191/358, 27-28=-191/358, 28-29=-191/358, 29-30=-191/359, 30-31=-217/402, 31-32=-209/386, 32-33=-179/335, 33-34=-148/283 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) -1-10-8 to 3-5-0, Exterior(2N) 3-5-0 to 8-9-0, Corner(3R) 8-9-0 to 19-5-0, Exterior(2N) 19-5-0 to 30-1-6, Corner(3R) 30-1-6 to 40-9-0, Exterior(2N) 40-9-0 to 45-3-14, Corner(3E) 45-3-14 to 50-7-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 March 17,2020 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 B20000793 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636551 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-xk9HSl8RX41GzqlNgOG6fgYJGdP8lYN4Q1j4v9zaJco NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 70, 72, 73, 74, 75, 76, 77, 78, 79, 80, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except (jt=lb) 82=254, 81=251. 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 B20000793 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636552 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-LIrP4nAJq?PrqHUyLWqpHIAlSqHryiyW6?xlWUzaJcl Scale = 1:145.1 1 2 3 4 5 678910 11 12 13 14 29 28 27 2625 24 23 22 21 20 19 18 17 16 15 39 40 41 42 43 44 45 46 6x6 6x8 4x6 5x6 4x6 6x8 6x6 4x6 5x12 WB 8x8 3x6 4x10 4x6 3x6 4x8 2x4 2x4 4x8 4x8 4x6 3x6 2x4 3x8 MT18HS3x8 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-1 6-1-1 8-1-8 2-0-7 12-1-3 3-11-11 21-11-8 9-10-5 29-1-1 7-1-9 36-1-7 7-0-5 43-3-0 7-1-9 50-4-8 7-1-8 56-1-0 5-8-8 59-5-8 3-4-8 -1-10-8 1-10-8 6-1-1 6-1-1 12-1-3 6-0-2 16-0-0 3-10-13 21-11-8 5-11-8 29-1-1 7-1-9 36-1-7 7-0-5 43-3-0 7-1-9 50-4-8 7-1-8 56-1-0 5-8-8 59-5-8 3-4-8 0-6-144-7-412-0-00-8-412-0-04.00 12 9.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-3-8,0-2-12], [14:0-0-0,0-1-14], [16:0-2-8,0-1-8], [24:0-4-4,0-1-8], [34:0-1-11,0-1-0] 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 0.58 0.77 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.70 0.15 0.12 (loc) 22-24 22-24 14 19-21 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 346 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-24,6-22,6-21,7-21,9-21,9-19,9-18,10-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 23-23: 2x6 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except 2-0-0 oc purlins (4-4-3 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 6-21, 7-21, 9-21, 9-18, 12-18 REACTIONS.All bearings 8-1-8 except (jt=length) 14=0-3-8, 25=0-3-8, 25=0-3-8. (lb) - Max Horz 2=296(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 25 except 14=-181(LC 11), 2=-269(LC 26), 27=-384(LC 10), 26=-255(LC 1) Max Grav All reactions 250 lb or less at joint(s) 2, 26, 28, 29, 25, 25 except 14=2348(LC 2), 27=3191(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/1384, 3-4=-2601/522, 4-5=-3054/714, 5-6=-2847/775, 6-7=-2638/794, 7-9=-2638/794, 9-10=-2324/745, 10-12=-3000/805, 12-13=-3640/823, 13-14=-4271/887 BOT CHORD 2-29=-1237/308, 28-29=-1237/308, 27-28=-1237/308, 26-27=-1237/308, 25-26=-1237/308, 24-25=-1237/308, 22-24=-360/2390, 21-22=-202/2207, 19-21=-296/2690, 18-19=-296/2690, 16-18=-484/2886, 15-16=-705/3612, 14-15=-702/3618 WEBS 3-27=-3025/689, 3-24=-684/3890, 4-24=-1155/337, 5-22=-360/251, 6-22=-85/687, 6-21=-241/901, 7-21=-443/213, 9-19=0/418, 9-18=-811/253, 10-18=-226/1387, 12-18=-871/329, 12-16=0/537, 13-16=-778/233 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) -1-10-8 to 4-0-14, Interior(1) 4-0-14 to 16-0-0, Exterior(2R) 16-0-0 to 27-10-14, Interior(1) 27-10-14 to 37-3-10, Exterior(2R) 37-3-10 to 49-2-6, Interior(1) 49-2-6 to 56-1-0, Exterior(2E) 56-1-0 to 59-3-12 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.Continued on page 2 March 17,2020 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 B20000793 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636552 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-LIrP4nAJq?PrqHUyLWqpHIAlSqHryiyW6?xlWUzaJcl NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 25 except (jt=lb) 14=181, 2=269, 27=384, 26=255. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss GE03 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636553 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-pVPoI7BxbIXiRR28vEL2qWjyFEo4hN6gLfhI2wzaJck Scale = 1:17.1 1 2 3 654 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 -1-10-8 1-10-8 5-9-8 5-9-8 0-6-142-6-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-11,0-6-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.02 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 21 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-8. (lb) - Max Horz 2=101(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=-147(LC 6) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 6 except 2=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4 except (jt=lb) 2=147. 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. March 17,2020 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 B20000793 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636554 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-iGeI7UESeX27w2Mv84P__Mtggr74dALFGHfWBhzaJcg Scale = 1:82.6 1 2 3 4 5 6 7 8 9 1011121314151617181920212223 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 3x4 3x4 6x6 4x6 4x6 4x6 6x6 8x8 5x6 3x6 45-2-4 45-2-4 8-1-8 8-1-8 29-5-0 21-3-8 42-3-0 12-10-0 45-2-4 2-11-4 47-0-12 1-10-8 5-10-1412-0-00-10-1412-0-09.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-4], [19:0-4-0,0-4-8], [23:0-3-0,0-3-4], [37:0-0-14,0-1-12], [39:0-0-0,0-1-12], [52:0-1-12,0-1-8], [62:0-3-0,0-3-0] 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-R 0.35 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.02 -0.00 (loc) 37-38 37-38 40 37-38 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 477 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 3-72,2-73,27-47,29-46,30-45,31-44,32-43,33-42,35-41,36-40: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-23. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 23-51, 22-53, 21-54, 20-55, 19-56, 18-57, 17-58, 16-59, 15-60, 14-61, 13-62, 12-63, 11-64, 10-65, 9-66, 8-67, 7-68, 6-69, 5-70, 4-71, 24-50, 25-49, 26-48 REACTIONS.All bearings 44-3-0. (lb) - Max Horz 74=-392(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 74, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 41=-265(LC 17), 40=-337(LC 7) Max Grav All reactions 250 lb or less at joint(s) 74, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except 40=603(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-151/304, 4-5=-174/391, 5-6=-196/463, 6-7=-199/483, 7-8=-171/429, 8-9=-171/429, 9-10=-171/429, 10-11=-171/429, 11-12=-171/429, 12-13=-171/429, 13-14=-171/429, 14-15=-171/429, 15-16=-171/429, 16-17=-171/429, 17-18=-171/429, 18-19=-171/429, 19-20=-171/429, 20-21=-171/429, 21-22=-171/429, 22-23=-172/430, 23-24=-204/482, 24-25=-231/465, 25-26=-245/404, 26-27=-257/343, 27-29=-271/290, 29-30=-285/265, 30-31=-299/269, 31-32=-314/273, 32-33=-324/275, 33-34=-318/272, 34-35=-322/264, 35-36=-411/313, 36-37=-283/226 BOT CHORD 73-74=-239/342, 72-73=-239/342, 71-72=-239/342, 70-71=-239/342, 69-70=-239/342, 68-69=-239/342, 67-68=-239/342, 66-67=-239/342, 65-66=-239/342, 64-65=-239/342, 63-64=-239/342, 62-63=-239/342, 61-62=-239/342, 60-61=-239/342, 59-60=-239/342, 58-59=-239/342, 57-58=-239/342, 56-57=-239/342, 55-56=-239/342, 54-55=-239/342, 53-54=-239/342, 51-53=-239/342, 50-51=-239/342, 49-50=-239/342, 48-49=-239/342, 47-48=-239/342, 46-47=-239/342, 45-46=-239/342, 44-45=-239/342, 43-44=-239/342, 42-43=-239/342, 41-42=-239/342, 40-41=-239/342, 39-40=-239/342 WEBS 36-40=-427/258 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 5-5-0, Corner(3R) 5-5-0 to 13-5-0, Exterior(2N) 13-5-0 to 24-1-6, Corner(3R) 24-1-6 to 34-9-0, Exterior(2N) 34-9-0 to 42-3-0, Corner(3E) 42-3-0 to 47-0-12 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.Continued on page 2 March 17,2020 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 B20000793 Truss GE04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636554 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-iGeI7UESeX27w2Mv84P__Mtggr74dALFGHfWBhzaJcg NOTES- 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 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) 74, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 50, 49, 48, 47, 46, 45, 44, 43, 42 except (jt=lb) 41=265, 40=337. 11) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636555 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-efm3YAFiA8Ir9MWIGVSS3nz2bfr?5?nYjb8cGazaJce Scale = 1:46.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 7-11-8 7-11-8 15-11-0 7-11-8 1-4-147-4-81-4-149.00 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 0.20 0.10 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-11-0. (lb) - Max Horz 26=194(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 19, 18, 17, 16 except 26=-150(LC 6), 14=-133(LC 7), 25=-158(LC 7), 15=-145(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 14, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-147/305, 6-7=-161/336, 7-8=-161/336, 8-9=-147/305 WEBS 7-20=-311/112 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 5-3-8, Corner(3R) 5-3-8 to 10-7-8, Corner(3E) 10-7-8 to 15-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 24, 19, 18, 17, 16 except (jt=lb) 26=150, 14=133, 25=158, 15=145. 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. March 17,2020 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 B20000793 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636556 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-a1upzsHzimYZPgghNvUw9C2MRSXnZyIrAvdjKSzaJcc Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 2x4 3x6 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 21-7-0 21-7-0 -1-10-8 1-10-8 10-9-8 10-9-8 21-7-0 10-9-8 23-5-8 1-10-8 3-0-011-1-23-0-09.00 12 Plate Offsets (X,Y)-- [34:0-3-0,0-3-0] 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 0.30 0.08 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.01 0.05 (loc) 21 20-21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-30,10-31,9-32,12-29,13-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 21-7-0. (lb) - Max Horz 38=-347(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 34, 35, 36, 29, 28, 27, 26, 25, 24 except 38=-322(LC 6), 22=-233(LC 7), 37=-358(LC 7), 23=-293(LC 6) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 29, 28, 27, 26, 25, 24 except 38=424(LC 7), 22=344(LC 17), 37=390(LC 8), 23=320(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-404/318, 8-9=-130/278, 9-10=-163/340, 10-11=-174/359, 11-12=-174/359, 12-13=-163/340, 13-14=-130/278, 20-22=-329/230 BOT CHORD 37-38=-328/299 WEBS 11-30=-341/126, 2-37=-388/402, 20-23=-312/358 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) -1-10-8 to 3-5-2, Exterior(2N) 3-5-2 to 5-5-8, Corner(3R) 5-5-8 to 16-1-8, Exterior(2N) 16-1-8 to 18-1-14, Corner(3E) 18-1-14 to 23-5-8 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) 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) 31, 32, 33, 34, 35, 36, 29, 28, 27, 26, 25, 24 except (jt=lb) 38=322, 22=233, 37=358, 23=293. 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. March 17,2020 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 B20000793 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636557 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-3ESBBCIbT3gQ1qEtxd?9hPbScstxINs_PZMGsuzaJcb Scale = 1:23.3 1 2 3 54 2x4 4x6 2x4 3x4 -1-10-8 1-10-8 1-3-8 1-3-8 3-0-03-11-109.00 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 0.60 0.02 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.00 -0.00 (loc) 1 1-2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=1-3-8, 4=1-3-8 Max Horz 5=159(LC 7) Max Uplift 5=-149(LC 6), 4=-281(LC 9) Max Grav 5=399(LC 18), 4=196(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-389/155, 2-3=-102/288, 3-4=-363/93 WEBS 2-4=-235/732 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=149, 4=281. 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. March 17,2020 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 B20000793 Truss GE08 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636558 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?cZybtJr?hw8G7OG222dmqgtTgXAmDMHttrNxnzaJcZ Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2120 19 18 37 38 3x6 3x4 4x6 3x4 3x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-9-0 1-9-0 18-10-0 17-1-0 20-7-0 1-9-0 10-3-8 10-3-8 20-7-0 10-3-8 1-6-149-3-81-6-141-1-29.00 12 9.00 12 Plate Offsets (X,Y)-- [28:0-3-0,0-3-0] 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-R 0.32 0.16 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 116 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, Except: 6-0-0 oc bracing: 34-35. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 36=-248(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 34, 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21 except 36=-388(LC 6), 18=-180(LC 7), 20=-116(LC 9), 35=-316(LC 7), 19=-278(LC 6) Max Grav All reactions 250 lb or less at joint(s) 18, 34, 20, 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21 except 36=421(LC 9), 27=255(LC 11), 35=357(LC 8), 19=318(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-158/301, 7-8=-191/364, 8-9=-200/381, 9-10=-201/382, 10-11=-192/364, 11-12=-159/301 WEBS 9-27=-362/153 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 5-5-6, Corner(3R) 5-5-6 to 15-1-10, Corner(3E) 15-1-10 to 20-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21 except (jt=lb) 36=388, 18=180, 20=116, 35=316, 19=278. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 34, 20, 27, 28, 29, 30, 31, 32, 33, 35, 26, 25, 24, 23, 22, 21, 19. 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. March 17,2020 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 B20000793 Truss GE09 Truss Type Valley Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636559 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Tp7KpDKTm_2?uHzSclZsJ2Dy04utVdnR5XbxTDzaJcY Scale = 1:43.9 1 2 3 4 5 9876 3x6 5x6 2x4 2x4 2x4 2x4 8x8 2x4 -1-10-8 1-10-8 4-3-0 4-3-0 4-10-118-0-159.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [8:0-3-8,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-P 0.65 0.07 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 -0.00 (loc) 1-2 1-2 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS.All bearings 4-3-0. (lb) - Max Horz 9=192(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-268(LC 8), 8=-434(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 7 except 9=463(LC 7), 8=413(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1399/559 BOT CHORD 8-9=-541/147 WEBS 2-8=-500/1840 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=268, 8=434. 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. March 17,2020 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 B20000793 Truss GE10 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636560 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-x?hi0ZL5XIAsVRYeAT45sFlE6TEdEEMaKBKU0gzaJcX Scale = 1:25.9 1 2 3 4 7652x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-12 5-9-12 0-0-44-4-59.00 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 0.25 0.10 0.13 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-9-12. (lb) - Max Horz 1=157(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-104(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/149 WEBS 2-7=-198/323 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=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. March 17,2020 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 B20000793 Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636561 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-PBF4EvLkIcIj7b7qkAbKOTIPZtaOzhIjZr41Y6zaJcW Scale = 1:14.7 1 2 3 4 6 5 2x4 4x10 6x10 2x4 3x4 0-11-4 0-11-4 2-10-12 1-11-8 -1-10-8 1-10-8 2-10-12 2-10-12 0-10-142-4-42-0-120-3-82-4-46.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=90(LC 10) Max Uplift 6=-83(LC 10), 5=-98(LC 1) Max Grav 6=430(LC 1), 5=29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/251 BOT CHORD 2-6=-195/297 WEBS 3-6=-368/333 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; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 17,2020 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 B20000793 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636562 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-PBF4EvLkIcIj7b7qkAbKOTIP5tb7ziajZr41Y6zaJcW Scale = 1:14.7 1 2 3 4 5 6 2x4 3x8 4x6 2x4 1-2-12 1-2-12 -1-10-8 1-10-8 2-10-12 2-10-12 0-10-142-4-42-0-120-3-82-4-46.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8, 5=0-1-8 Max Horz 2=90(LC 10) Max Uplift 2=-63(LC 10), 6=-12(LC 6), 5=-44(LC 10) Max Grav 2=239(LC 1), 6=71(LC 3), 5=58(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 17,2020 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 B20000793 Truss M03 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636563 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-tNpTRFMM3vQalli1Hu6ZxgrarHvRi9qtnVpb4YzaJcV Scale = 1:14.7 1 2 3 4 5 2x4 3x8 4x6 2x4 2-10-12 2-10-12 -1-10-8 1-10-8 2-10-12 2-10-12 0-10-142-4-42-0-120-3-82-4-46.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=90(LC 10) Max Uplift 2=-50(LC 10), 5=-35(LC 10) Max Grav 2=261(LC 1), 5=72(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 17,2020 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 B20000793 Truss PB01 Truss Type Piggyback Qty 12 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636564 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-LaNrfbN_qDYQMuHDrbdoTuNlzhEPQZV009Z8c?zaJcU Scale = 1:49.6 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 21-3-8 21-3-8 10-7-12 10-7-12 21-3-8 10-7-12 0-4-107-10-50-1-80-4-100-1-89.00 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 0.21 0.16 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 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: 68 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 19-11-3. (lb) - Max Horz 2=199(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-173(LC 10), 15=-130(LC 10), 11=-173(LC 11), 10=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=372(LC 20), 13=470(LC 17), 15=334(LC 17), 11=470(LC 18), 10=333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-296/223, 6-11=-296/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Exterior(2R) 5-7-0 to 15-8-8, Exterior(2E) 15-8-8 to 21-0-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=173, 15=130, 11=173, 10=129. 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. March 17,2020 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 B20000793 Truss PB02 Truss Type GABLE Qty 14 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636565 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-qmxDsxOcaXgH_2sPPI8105wwX5ac92NAFoIi9RzaJcT Scale = 1:42.3 1 2 3 4 5 876 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-8 10-1-80-4-107-5-100-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.16 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 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.All bearings 9-5-5. (lb) - Max Horz 2=290(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 7=-173(LC 10), 8=-131(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 7=498(LC 17), 8=314(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/205, 3-4=-271/145 WEBS 4-7=-302/267 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except (jt=lb) 7=173, 8=131. 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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, 2-7=-35, 6-7=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 March 17,2020 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 B20000793 Truss PB02 Truss Type GABLE Qty 14 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636565 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-qmxDsxOcaXgH_2sPPI8105wwX5ac92NAFoIi9RzaJcT LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=53, 2-5=33, 2-6=-12 Horz: 1-2=-65, 2-5=-45 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=-4, 2-5=-41, 2-6=-20 Horz: 1-2=-16, 2-5=21 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-5=-15, 2-6=-12 Horz: 1-2=-10, 2-5=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 2-6=-12 Horz: 1-2=-17, 2-5=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-5=-34, 2-6=-20 Horz: 1-2=9, 2-5=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 2-6=-20 Horz: 1-2=-17, 2-5=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 2-6=-12 Horz: 1-2=-34, 2-5=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 2-6=-12 Horz: 1-2=-17, 2-5=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-5=28, 2-6=-12 Horz: 1-2=-34, 2-5=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=11, 2-6=-12 Horz: 1-2=-17, 2-5=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=8, 2-6=-20 Horz: 1-2=-34, 2-5=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-5=-9, 2-6=-20 Horz: 1-2=-17, 2-5=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 2-7=-40, 6-7=-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: 1-2=-56, 2-5=-61, 2-7=-35, 6-7=-50 Horz: 1-2=6, 2-5=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 2-7=-35, 6-7=-50 Horz: 1-2=-13, 2-5=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-5=-29, 2-7=-35, 6-7=-50 Horz: 1-2=-26, 2-5=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-42, 2-7=-35, 6-7=-50 Horz: 1-2=-13, 2-5=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 2-6=-12 Horz: 1-2=-16, 2-5=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 B20000793 Truss PB02 Truss Type GABLE Qty 14 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636565 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:56 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-qmxDsxOcaXgH_2sPPI8105wwX5ac92NAFoIi9RzaJcT LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-5=4, 2-6=-12 Horz: 1-5=-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 B20000793 Truss PB03 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-IyUb3HPELqo8cCQcz0gHZJT6?UxouVSJUS2FhtzaJcS Scale = 1:31.7 1 2 3 4 65 2x4 2x4 2x4 2x4 2x4 7-5-0 7-5-00-4-105-5-40-1-80-1-89.00 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 0.17 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=6-8-13, 2=6-8-13, 6=6-8-13 Max Horz 2=209(LC 10) Max Uplift 5=-56(LC 10), 6=-159(LC 10) Max Grav 5=126(LC 17), 2=132(LC 19), 6=354(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/148 WEBS 3-6=-268/289 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=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. March 17,2020 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 B20000793 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636567 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-m92zHcPs68w?DM?oWjBW5W?JcuIxdxsTi6noDJzaJcR Scale = 1:52.0 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 21-3-8 21-3-8 10-7-12 10-7-12 21-3-8 10-7-12 0-4-107-10-50-1-80-4-100-1-89.00 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 0.05 0.04 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 16 16 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 105 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 19-11-3. (lb) - Max Horz 2=-199(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 Exterior(2E) 0-3-7 to 5-3-12, Exterior(2R) 5-3-12 to 15-11-12, Exterior(2E) 15-11-12 to 21-0-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. March 17,2020 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 B20000793 Truss T01 Truss Type ROOF SPECIAL Qty 6 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636568 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:38:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ELcMUyQUtS3srWa_4RilekYMdIUKMFUcxmXMlmzaJcQ Scale = 1:58.4 1 2 3 4 5 11 10 9 8 7 6 12 13 2x4 5x6 4x6 5x6 2x4 5x6 3x4 5x6 3x8 3x6 3x6 1-9-0 1-9-0 10-3-8 8-6-8 18-10-0 8-6-8 20-7-0 1-9-0 3-0-0 3-0-0 10-3-8 7-3-8 17-7-0 7-3-8 20-7-0 3-0-0 1-6-149-3-81-6-141-1-29.00 12 9.00 12 Plate Offsets (X,Y)-- [5:0-2-8,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.67 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.07 0.03 (loc) 7-8 7-8 6 8-10 l/defl >999 >968 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=-195(LC 6) Max Uplift 11=-84(LC 10), 6=-84(LC 11) Max Grav 11=815(LC 1), 6=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-837/163, 1-2=-1193/256, 2-3=-847/183, 3-4=-847/183, 4-5=-1152/156, 5-6=-811/90 BOT CHORD 8-10=-330/1062, 7-8=-164/932 WEBS 3-8=-18/523, 4-8=-447/291, 5-7=-124/945, 2-8=-499/338, 1-10=-205/984 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Exterior(2R) 5-4-14 to 15-2-2, Exterior(2E) 15-2-2 to 20-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 11, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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. March 17,2020 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 B20000793 Truss T02 Truss Type PIGGYBACK BASE Qty 9 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636569 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Akk6veSlP3Ja4pkNCskDj8deX65Bq9JvO40SqezaJcO Scale = 1:97.2 1 2 3 4 56789 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 4x6 6x8 4x6 5x6 4x6 6x8 5x8 7x16 MT18HS 3x6 4x6 4x8 3x6 4x8 2x4 2x4 4x8 4x8 4x6 3x6 2x4 3x8 MT18HS3x8 MT18HS 7-0-0 7-0-0 14-1-8 7-1-8 21-3-1 7-1-9 28-3-7 7-0-5 35-5-0 7-1-9 42-6-8 7-1-8 48-3-0 5-8-8 51-7-8 3-4-8 -1-10-8 1-10-8 7-0-0 7-0-0 14-1-8 7-1-8 21-3-1 7-1-9 28-3-7 7-0-5 35-5-0 7-1-9 42-6-8 7-1-8 48-3-0 5-8-8 51-7-8 3-4-8 1-4-1412-0-00-8-412-0-09.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [9:0-3-8,0-2-12], [13:0-0-0,0-1-1], [15:0-2-8,0-1-8], [23:0-2-8,0-2-0], [24:0-0-0,0-1-12], [24:1-0-8,0-3-4] 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-S 0.78 0.90 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.16 0.10 (loc) 18-20 18-20 13 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 304 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-22,5-20,6-20,8-20,8-18,8-17,9-17: 2x4 SPF No.2 2-24: 2x4 SPF-S Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-20, 6-20, 8-20, 8-17, 11-17 REACTIONS. (size) 13=0-3-8, 24=0-3-8 Max Horz 24=-327(LC 8) Max Uplift 13=-177(LC 11), 24=-198(LC 10) Max Grav 13=2319(LC 2), 24=2439(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/486, 3-5=-2737/575, 5-6=-2566/602, 6-8=-2565/603, 8-9=-2284/576, 9-11=-2950/606, 11-12=-3589/589, 12-13=-4217/603, 2-24=-2325/490 BOT CHORD 23-24=-275/445, 22-23=-278/2288, 20-22=-221/2103, 18-20=-189/2632, 17-18=-189/2632, 15-17=-332/2844, 14-15=-474/3566, 13-14=-471/3572 WEBS 3-22=-399/253, 5-22=-78/572, 5-20=-257/957, 6-20=-441/215, 8-18=0/409, 8-17=-776/259, 9-17=-130/1357, 11-17=-869/291, 11-15=0/535, 12-15=-772/165, 2-23=-196/2096 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 8-9-14, Exterior(2R) 8-9-14 to 19-5-2, Interior(1) 19-5-2 to 30-1-6, Exterior(2R) 30-1-6 to 40-8-10, Interior(1) 40-8-10 to 48-3-0, Exterior(2E) 48-3-0 to 51-5-12 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) 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) 13=177, 24=198. 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.March 17,2020 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 B20000793 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636570 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ewIU7_SNAMRRizJZlZFSFMAutVYdZd02dkl0M5zaJcN Scale = 1:79.1 1 2 3 4 5 678 14 13 12 11 10 9 15 16 17 18 19 20 21 22 5x8 5x8 3x4 4x6 3x8 3x4 3x6 2x4 4x6 3x6 3x4 4x8 2x4 3x8 3x4 7-0-6 7-0-6 13-11-12 6-11-6 21-11-8 7-11-12 26-10-8 4-11-0 32-1-0 5-2-8 -1-10-8 1-10-8 6-1-1 6-1-1 12-1-3 6-0-2 16-6-0 4-4-13 21-11-8 5-5-8 26-10-8 4-11-0 32-1-0 5-2-8 0-6-144-7-412-0-010-1-1212-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13], [2:0-3-3,Edge], [6:0-6-0,0-2-0], [8:0-1-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.51 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.14 0.06 (loc) 11-13 11-13 16 13-14 l/defl >999 >887 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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* 3-14,4-14,4-13,5-13,5-11: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-11, 6-10, 7-10 REACTIONS. (size) 2=0-10-0, 13=0-3-8, 16=0-3-0 Max Horz 2=479(LC 10) Max Uplift 2=-259(LC 6), 13=-257(LC 10), 16=-125(LC 7) Max Grav 2=563(LC 1), 13=1662(LC 2), 16=707(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/204, 3-4=-498/215, 4-5=-372/459, 5-6=-413/45 BOT CHORD 2-14=-468/534, 10-11=-110/278 WEBS 3-14=-334/206, 4-14=-441/757, 4-13=-407/184, 5-13=-1047/421, 5-11=-110/381, 7-10=-353/172, 8-10=-204/561, 8-16=-717/211 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 16-6-0, Exterior(2R) 16-6-0 to 27-3-2, Interior(1) 27-3-2 to 31-8-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 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) except (jt=lb) 2=259, 13=257, 16=125. 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: Continued on page 2 March 17,2020 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 B20000793 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636570 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ewIU7_SNAMRRizJZlZFSFMAutVYdZd02dkl0M5zaJcN 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, 4-6=-50, 6-8=-50, 2-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-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=65, 2-17=38, 4-17=26, 4-5=26, 5-6=35, 6-18=35, 8-18=26, 2-13=14, 9-13=-12 Horz: 1-2=-77, 2-17=-50, 4-17=-38, 4-5=-38, 5-6=-47 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, 2-4=-35, 4-6=-35, 6-8=-35, 2-13=-10, 9-13=-20 Horz: 1-2=-10, 2-4=15, 4-6=15 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=41, 2-4=28, 4-6=-15, 6-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3 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=10, 2-4=15, 4-6=11, 6-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23 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=14, 2-4=8, 4-6=-34, 6-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14 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=2, 2-4=-4, 4-6=-9, 6-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11 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, 2-4=28, 4-6=28, 6-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40 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, 2-4=11, 4-6=11, 6-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23 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, 2-4=28, 4-6=28, 6-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40 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, 2-4=11, 4-6=11, 6-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23 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, 2-4=8, 4-6=8, 6-8=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28 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, 2-4=-9, 4-6=-9, 6-8=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11 Drag: 6-7=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-8=-20, 2-19=-40, 19-20=-60, 11-20=-40, 11-21=-60, 21-22=-40, 9-22=-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=-24, 2-4=-29, 4-6=-61, 6-8=-29, 2-13=-21, 13-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11 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 B20000793 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636570 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:02 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ewIU7_SNAMRRizJZlZFSFMAutVYdZd02dkl0M5zaJcN LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-34, 2-4=-38, 4-6=-42, 6-8=-29, 2-13=-21, 13-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8 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, 2-4=-29, 4-6=-29, 6-8=-42, 2-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21 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, 2-4=-42, 4-6=-42, 6-8=-42, 2-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8 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, 2-4=-28, 4-6=-28, 6-8=-28, 2-13=4, 9-13=-12 Horz: 1-2=-16, 2-4=16, 4-6=16 Drag: 6-7=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-13=4, 9-13=-12 Horz: 1-4=-16, 4-6=-16 Drag: 6-7=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=65, 2-17=38, 4-17=26, 4-5=26, 5-6=35, 6-18=35, 8-18=26, 2-13=14, 9-13=-12 Horz: 1-2=-77, 2-17=-50, 4-17=-38, 4-5=-38, 5-6=-47 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, 2-4=-35, 4-6=-35, 6-8=-35, 2-13=-10, 9-13=-20 Horz: 1-2=-10, 2-4=15, 4-6=15 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=41, 2-4=28, 4-6=-15, 6-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3 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=10, 2-4=15, 4-6=11, 6-8=28, 2-13=7, 9-13=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23 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=14, 2-4=8, 4-6=-34, 6-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14 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=2, 2-4=-4, 4-6=-9, 6-8=8, 2-13=-1, 9-13=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11 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, 2-4=28, 4-6=28, 6-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40 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, 2-4=11, 4-6=11, 6-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23 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, 2-4=28, 4-6=28, 6-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40 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, 2-4=11, 4-6=11, 6-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23 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 B20000793 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636570 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:02 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ewIU7_SNAMRRizJZlZFSFMAutVYdZd02dkl0M5zaJcN LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=8, 6-8=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28 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, 2-4=-9, 4-6=-9, 6-8=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11 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=-24, 2-4=-29, 4-6=-61, 6-8=-29, 2-13=-21, 13-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11 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=-34, 2-4=-38, 4-6=-42, 6-8=-29, 2-13=-21, 13-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8 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, 2-4=-29, 4-6=-29, 6-8=-42, 2-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21 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, 2-4=-42, 4-6=-42, 6-8=-42, 2-19=-35, 19-20=-50, 11-20=-35, 11-21=-50, 21-22=-35, 9-22=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8 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, 2-4=-28, 4-6=-28, 6-8=-28, 2-13=4, 9-13=-12 Horz: 1-2=-16, 2-4=16, 4-6=16 Drag: 6-7=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-6=4, 6-8=4, 2-13=4, 9-13=-12 Horz: 1-4=-16, 4-6=-16 Drag: 6-7=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss T04 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636571 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-66ssKKT?xgZIK7ulJGmhoZi3VvsGI?pCsOVZuXzaJcM Scale = 1:71.2 1 2 345 10 9 8 76 11 1213 14 15 16 17 2x4 4x6 6x16 3x4 3x4 3x8 3x4 3x4 3x6 4x8 3x4 8-1-8 8-1-8 13-0-8 4-11-0 18-3-0 5-2-8 2-0-0 2-0-0 8-1-8 6-1-8 13-0-8 4-11-0 18-3-0 5-2-8 5-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.61 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.17 0.02 (loc) 9-10 9-10 12 7-9 l/defl >999 >624 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,2-10: 2x3 SPF No.2, 1-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-7 REACTIONS. (size) 10=Mechanical, 12=0-3-0 Max Horz 10=240(LC 10) Max Uplift 12=-174(LC 7) Max Grav 10=831(LC 2), 12=818(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/80, 3-4=-341/123, 4-5=-277/81 BOT CHORD 9-10=-256/254, 7-9=-81/277 WEBS 2-9=-29/303, 4-7=-473/240, 5-7=-204/681, 2-10=-716/92, 5-12=-830/199 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, Exterior(2R) 5-5-6 to 15-7-7, Interior(1) 15-7-7 to 17-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=174. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-50 Continued on page 2 March 17,2020 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 B20000793 Truss T04 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636571 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-bJPEXgUdi_h9xHTyt_IwLnFEFJCV1S3L52E7RzzaJcL LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=19, 3-13=26, 3-14=26, 5-14=17, 6-10=-12 Horz: 1-13=-31, 3-13=-38 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, 3-5=-35, 6-10=-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, 3-5=28, 6-10=-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, 3-5=28, 6-10=-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, 3-5=8, 6-10=-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, 3-5=8, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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, 3-5=-9, 6-10=-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, 3-5=-9, 6-10=-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, 3-5=-20, 10-15=-40, 15-16=-60, 8-16=-40, 7-8=-60, 7-17=-40, 6-17=-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, 3-5=-29, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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 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 B20000793 Truss T04 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636571 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:04 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-bJPEXgUdi_h9xHTyt_IwLnFEFJCV1S3L52E7RzzaJcL LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-42, 3-5=-29, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-50 Horz: 1-3=-8 Drag: 3-4=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-42, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-42, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-28, 6-10=-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, 3-5=4, 6-10=-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: 1-13=19, 3-13=26, 3-14=26, 5-14=17, 6-10=-12 Horz: 1-13=-31, 3-13=-38 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, 3-5=-35, 6-10=-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, 3-5=28, 6-10=-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, 3-5=28, 6-10=-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, 3-5=8, 6-10=-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, 3-5=8, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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, 3-5=11, 6-10=-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 B20000793 Truss T04 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636571 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:04 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-bJPEXgUdi_h9xHTyt_IwLnFEFJCV1S3L52E7RzzaJcL LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=8, 3-5=-9, 6-10=-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, 3-5=-9, 6-10=-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, 3-5=-29, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-29, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-42, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-42, 10-15=-35, 15-16=-50, 8-16=-35, 7-8=-50, 7-17=-35, 6-17=-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, 3-5=-28, 6-10=-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, 3-5=4, 6-10=-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 B20000793 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636572 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-3Vzdl0VFTHp0ZR28Rhp9t_oJhjT8m0jUJi_gzPzaJcK Scale = 1:91.5 1 23456 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 8x8 6x8 4x6 6x6 4x6 6x16 3x8 MT18HS 3x6 4x6 5x8 2x4 4x8 2x4 3x8 4x6 3x6 2x4 4x8 4x8 3x6 3x6 8-1-8 8-1-8 15-3-1 7-1-9 22-3-7 7-0-5 29-5-0 7-1-9 36-4-0 6-11-0 42-3-0 5-11-0 44-3-0 2-0-0 45-2-4 0-11-4 8-1-8 8-1-8 15-3-1 7-1-9 22-3-7 7-0-5 29-5-0 7-1-9 36-4-0 6-11-0 42-3-0 5-11-0 45-2-4 2-11-4 47-0-12 1-10-8 5-10-1412-0-00-10-1412-0-09.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-3-0], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.90 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.11 0.07 (loc) 16-17 21-22 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-16,8-14,9-14,9-13,9-12,1-21: 2x3 SPF No.2, 1-22: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-3-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 2-19, 3-19, 5-19, 5-16, 8-16, 1-22 REACTIONS. (size) 22=Mechanical, 12=0-3-8 Max Horz 22=-341(LC 11) Max Uplift 22=-88(LC 7), 12=-208(LC 11) Max Grav 22=2040(LC 2), 12=2173(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1580/333, 2-3=-1774/449, 3-5=-1773/449, 5-6=-1749/471, 6-8=-2284/479, 8-9=-2658/407, 9-10=-404/11, 1-22=-1885/368 BOT CHORD 21-22=-194/341, 19-21=-160/1263, 17-19=-150/1973, 16-17=-150/1973, 14-16=-153/2090, 13-14=-98/1855, 12-13=-93/1856, 10-12=0/297 WEBS 2-21=-525/191, 2-19=-256/1163, 3-19=-442/220, 5-19=-410/90, 5-17=0/414, 5-16=-529/237, 6-16=-60/969, 8-16=-603/262, 8-14=0/273, 9-14=-68/252, 9-12=-2261/420, 1-21=-157/1416 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 13-5-2, Interior(1) 13-5-2 to 24-1-6, Exterior(2R) 24-1-6 to 34-8-10, Interior(1) 34-8-10 to 42-3-0, Exterior(2E) 42-3-0 to 47-0-12 zone; cantilever right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=208. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 B20000793 Truss T06 Truss Type COMMON Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636573 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-XhX?yMWtEbxtBbdK_PKOQCKcv7wiVUHeYMjDVszaJcJ Scale = 1:45.5 1 2 3 4 5 8 7 6 9 10 2x4 4x6 2x4 3x8 3x4 3x4 3x8 3x8 7-11-8 7-11-8 15-11-0 7-11-8 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 15-11-0 4-1-0 1-4-147-4-81-4-149.00 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 0.29 0.50 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=194(LC 7) Max Uplift 8=-66(LC 10), 6=-66(LC 11) Max Grav 8=625(LC 1), 6=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/169, 3-4=-540/169 BOT CHORD 7-8=-98/506, 6-7=-37/449 WEBS 3-7=-90/372, 2-8=-544/75, 4-6=-544/75 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 10-5-10, Exterior(2E) 10-5-10 to 15-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 17,2020 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 B20000793 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636574 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?u5NAhWW?v3kokBXY6rdyPtfAWDfEw6nn0Tn1IzaJcI Scale = 1:74.7 1 2 3 4 5 6 78 14 13 12 11 10 9 15 16 17 18 19 20 4x6 3x6 5x10 MT18HS 6x16 3x6 3x12 3x4 3x6 3x4 3x6 4x8 6x10 2x4 3x4 0-11-4 0-11-4 2-11-4 2-0-0 9-0-0 6-0-12 15-9-4 6-9-4 23-2-4 7-5-0 -1-10-8 1-10-8 2-11-4 2-11-4 9-0-0 6-0-12 15-9-4 6-9-4 23-2-4 7-5-0 0-10-1412-0-010-1-1212-0-06.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-6-0,0-1-4], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.58 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.26 0.04 (loc) 9-10 9-10 16 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 125 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,7-10,8-10: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 7-10, 8-10 REACTIONS. (size) 14=0-3-8, 16=0-3-0 Max Horz 14=479(LC 10) Max Uplift 14=-93(LC 10), 16=-191(LC 10) Max Grav 14=1166(LC 17), 16=976(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-863/0, 4-5=-1084/35, 5-7=-642/88, 7-8=-447/153 BOT CHORD 13-14=-358/198, 11-13=-408/890, 10-11=-322/893 WEBS 4-13=-458/132, 5-11=0/307, 5-10=-617/268, 8-10=-285/830, 3-13=-107/1070, 3-14=-1078/154, 8-16=-994/306 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 2-11-4, Interior(1) 2-11-4 to 10-5-10, Exterior(2R) 10-5-10 to 21-0-14, Interior(1) 21-0-14 to 22-9-8 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 16=191. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 March 17,2020 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 B20000793 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636574 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:07 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?u5NAhWW?v3kokBXY6rdyPtfAWDfEw6nn0Tn1IzaJcI 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, 4-7=-50, 7-8=-50, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-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=52, 2-4=27, 4-17=24, 7-17=32, 7-18=32, 8-18=24, 2-14=16, 9-14=-12 Horz: 1-2=-64, 2-4=-39, 4-17=-36, 7-17=-44 Drag: 7-18=-0, 8-18=-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, 2-4=-35, 4-7=-35, 7-8=-35, 2-14=-10, 9-14=-20 Horz: 1-2=-10, 2-4=15, 4-7=15 Drag: 7-8=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-0, 4-7=-15, 7-8=28, 2-14=7, 9-14=-12 Horz: 1-2=-25, 2-4=-12, 4-7=3 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=7, 2-4=12, 4-7=11, 7-8=28, 2-9=-12 Horz: 1-2=-19, 2-4=-24, 4-7=-23 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=-14, 2-4=-20, 4-7=-34, 7-8=8, 2-14=-1, 9-14=-20 Horz: 1-2=-6, 2-4=-0, 4-7=14 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=-1, 2-4=-7, 4-7=-9, 7-8=8, 2-9=-20 Horz: 1-2=-19, 2-4=-13, 4-7=-11 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, 2-4=28, 4-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-7=-40 Drag: 7-8=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-7=-23 Drag: 7-8=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-7=-40 Drag: 7-8=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-7=-23 Drag: 7-8=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-7=8, 7-8=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-7=-28 Drag: 7-8=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-7=-9, 7-8=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-7=-11 Drag: 7-8=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 7-8=-20, 2-11=-40, 11-19=-60, 19-20=-40, 9-20=-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=-45, 2-4=-50, 4-7=-61, 7-8=-29, 2-14=-21, 11-14=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-5, 2-4=-0, 4-7=11 Drag: 7-8=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636574 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:07 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?u5NAhWW?v3kokBXY6rdyPtfAWDfEw6nn0Tn1IzaJcI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-36, 2-4=-40, 4-7=-42, 7-8=-29, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-14, 2-4=-10, 4-7=-8 Drag: 7-8=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-7=-29, 7-8=-42, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-26, 2-4=-21, 4-7=-21 Drag: 7-8=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-7=-42, 7-8=-42, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-13, 2-4=-8, 4-7=-8 Drag: 7-8=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-7=-28, 7-8=-28, 2-14=4, 9-14=-12 Horz: 1-2=-16, 2-4=16, 4-7=16 Drag: 7-8=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 7-8=4, 2-14=4, 9-14=-12 Horz: 1-4=-16, 4-7=-16 Drag: 7-8=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-4=27, 4-17=24, 7-17=32, 7-18=32, 8-18=24, 2-14=16, 9-14=-12 Horz: 1-2=-64, 2-4=-39, 4-17=-36, 7-17=-44 Drag: 7-18=-0, 8-18=-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, 2-4=-35, 4-7=-35, 7-8=-35, 2-14=-10, 9-14=-20 Horz: 1-2=-10, 2-4=15, 4-7=15 Drag: 7-8=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-0, 4-7=-15, 7-8=28, 2-14=7, 9-14=-12 Horz: 1-2=-25, 2-4=-12, 4-7=3 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=7, 2-4=12, 4-7=11, 7-8=28, 2-9=-12 Horz: 1-2=-19, 2-4=-24, 4-7=-23 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=-14, 2-4=-20, 4-7=-34, 7-8=8, 2-14=-1, 9-14=-20 Horz: 1-2=-6, 2-4=-0, 4-7=14 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=-1, 2-4=-7, 4-7=-9, 7-8=8, 2-9=-20 Horz: 1-2=-19, 2-4=-13, 4-7=-11 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, 2-4=28, 4-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-7=-40 Drag: 7-8=-0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-7=-23 Drag: 7-8=-0 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-7=28, 7-8=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-7=-40 Drag: 7-8=-0 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-7=11, 7-8=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-7=-23 Drag: 7-8=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636574 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:07 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?u5NAhWW?v3kokBXY6rdyPtfAWDfEw6nn0Tn1IzaJcI LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-7=8, 7-8=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-7=-28 Drag: 7-8=-0 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-7=-9, 7-8=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-7=-11 Drag: 7-8=-0 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-50, 4-7=-61, 7-8=-29, 2-14=-21, 11-14=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-5, 2-4=-0, 4-7=11 Drag: 7-8=-0 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-36, 2-4=-40, 4-7=-42, 7-8=-29, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-14, 2-4=-10, 4-7=-8 Drag: 7-8=-0 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-7=-29, 7-8=-42, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-26, 2-4=-21, 4-7=-21 Drag: 7-8=-0 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-7=-42, 7-8=-42, 2-11=-35, 11-19=-50, 19-20=-35, 9-20=-50 Horz: 1-2=-13, 2-4=-8, 4-7=-8 Drag: 7-8=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-7=-28, 7-8=-28, 2-14=4, 9-14=-12 Horz: 1-2=-16, 2-4=16, 4-7=16 Drag: 7-8=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-7=4, 7-8=4, 2-14=4, 9-14=-12 Horz: 1-4=-16, 4-7=-16 Drag: 7-8=-0 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss T08 Truss Type COMMON Qty 3 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636575 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-T4flN1X8mCBaQumj6qMsVdQzVwgnzRwx?gCKakzaJcH Scale = 1:52.9 1 2 3 54 2x4 4x6 2x4 4x8 3x6 4-3-0 4-3-0 0-9-4 0-9-4 4-3-0 3-5-12 9-3-29-10-17-2-129.00 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-P 0.22 0.14 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 4-5 4-5 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-5: 2x4 SPF No.2, 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 1-5 REACTIONS. (size) 4=0-3-8, 5=0-3-8 Max Horz 5=-89(LC 11) Max Uplift 5=-221(LC 11) Max Grav 4=199(LC 20), 5=223(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-141/265 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=221. 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. March 17,2020 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 B20000793 Truss T09 Truss Type COMMON Qty 16 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636576 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-xGD7bNYmXWJR22LvgXt52qy0TKtEiqp4EKyu6BzaJcG Scale = 1:67.3 1 2 3 4 5 6 7 8 9 13 12 11 10141516 17 3x6 4x6 3x6 3x4 3x8 3x4 3x4 3x4 5x8 4x8 3x4 10-9-8 10-9-8 21-7-0 10-9-8 -1-10-8 1-10-8 5-0-0 5-0-0 10-9-8 5-9-8 16-7-0 5-9-8 21-7-0 5-0-0 23-5-8 1-10-8 3-0-011-1-23-0-09.00 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 0.72 0.76 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.68 0.02 0.01 (loc) 11-13 11-13 10 11 l/defl >613 >378 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, 3-13, 7-10 REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=347(LC 9) Max Uplift 13=-130(LC 10), 10=-130(LC 11) Max Grav 13=1090(LC 17), 10=1090(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-788/240, 5-7=-788/240, 2-13=-340/233, 8-10=-335/234 BOT CHORD 11-13=-141/718, 10-11=-19/588 WEBS 5-11=-117/521, 3-13=-859/56, 7-10=-864/55 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 5-5-14, Exterior(2R) 5-5-14 to 16-1-2, Interior(1) 16-1-2 to 18-1-14, Exterior(2E) 18-1-14 to 23-5-8 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) except (jt=lb) 13=130, 10=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. March 17,2020 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 B20000793 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636577 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-PSnWojZOHqRIfCw6DFOKa2V9qkGpRFBET_hRedzaJcF Scale = 1:50.3 1 2 3 45 11 10 9 876 12 13 2x4 4x6 4x8 4x6 4x8 2x4 3x4 4x6 3x8 4x6 4x6 3-0-0 3-0-0 10-3-8 7-3-8 17-7-0 7-3-8 20-7-0 3-0-0 3-0-0 3-0-0 10-3-8 7-3-8 17-7-0 7-3-8 20-7-0 3-0-0 2-6-148-2-62-6-149.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0], [4:0-4-8,0-2-0], [7:0-2-8,0-2-0], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.55 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.02 0.03 (loc) 7-8 7-8 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-13 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=140(LC 7) Max Uplift 11=-94(LC 10), 6=-94(LC 11) Max Grav 11=815(LC 1), 6=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-800/108, 1-2=-908/138, 2-3=-837/174, 3-4=-837/174, 4-5=-908/138, 5-6=-800/108 BOT CHORD 8-10=-219/935, 7-8=-146/935 WEBS 1-10=-179/1164, 2-10=-632/189, 2-8=-411/187, 3-8=0/500, 4-8=-411/187, 4-7=-632/189, 5-7=-179/1164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-0, Interior(1) 3-0-0 to 4-11-14, Exterior(2R) 4-11-14 to 15-7-2, Interior(1) 15-7-2 to 17-7-0, Exterior(2E) 17-7-0 to 20-5-12 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) The Fabrication Tolerance at joint 2 = 4%, joint 4 = 4% 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) 11, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 B20000793 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636578 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-tfLu?3Z027Z9HMVInywZ7F2R68glAmGNieR_B3zaJcE Scale = 1:50.3 1 2 3 45 11 10 9 876 2x4 3x6 4x8 4x6 4x8 2x4 3x4 3x6 3x8 3x6 3x6 5-0-0 5-0-0 10-3-8 5-3-8 15-7-0 5-3-8 20-7-0 5-0-0 5-0-0 5-0-0 10-3-8 5-3-8 15-7-0 5-3-8 20-7-0 5-0-0 4-0-148-2-64-0-149.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-1-8], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.31 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.03 (loc) 8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-3-8, 6=0-3-8 Max Horz 11=102(LC 9) Max Uplift 11=-98(LC 10), 6=-98(LC 11) Max Grav 11=815(LC 1), 6=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-769/122, 1-2=-838/99, 2-3=-780/143, 3-4=-780/156, 4-5=-838/104, 5-6=-769/122 BOT CHORD 8-10=-153/822, 7-8=-99/822 WEBS 1-10=-122/1032, 2-10=-518/143, 2-8=-352/122, 3-8=-33/515, 4-8=-352/122, 4-7=-518/146, 5-7=-128/1032 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-0-0, Exterior(2R) 5-0-0 to 10-3-8, Exterior(2E) 10-3-8 to 20-5-12 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 B20000793 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636579 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-MruGDPaepRh0vW4ULfRofTaVFX_5v85WwIAYjVzaJcD Scale = 1:50.3 1 2 3 45 10 9 8 7 6 2x4 4x6 4x10 4x6 4x8 2x4 3x4 3x6 4x10 4x6 7-0-0 7-0-0 13-7-0 6-7-0 20-7-0 7-0-0 7-0-0 7-0-0 10-3-8 3-3-8 13-7-0 3-3-8 20-7-0 7-0-0 5-6-148-2-65-6-149.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-2-0], [4:0-4-8,0-2-0], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.43 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.01 0.04 (loc) 6-7 6-7 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (size) 10=0-3-8, 6=0-3-8 Max Horz 10=64(LC 9) Max Uplift 10=-104(LC 10), 6=-104(LC 11) Max Grav 10=815(LC 1), 6=815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-752/139, 1-2=-744/75, 2-3=-614/128, 3-4=-984/166, 4-5=-747/84, 5-6=-751/139 BOT CHORD 7-9=-109/734 WEBS 1-9=-90/908, 2-9=-406/141, 2-7=-405/96, 3-7=-119/795, 4-7=-888/249, 5-7=-101/909 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 7-0-0, Exterior(2R) 7-0-0 to 10-3-8, Exterior(2E) 10-3-8 to 13-7-0, Interior(1) 13-7-0 to 15-2-2, Exterior(2E) 15-2-2 to 20-5-12 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=104, 6=104. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 17,2020 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 B20000793 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636580 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-q1SeQlbGalptWffgvNy1Cg7gQxDneXog9yw5FyzaJcC Scale = 1:52.6 1 2 3 45 10 9 8 7 61112 3x4 5x6 6x10 5x8 6x10 3x4 3x8 MT18HS 3x6 4x10 5x6 9-0-0 9-0-0 11-7-0 2-7-0 20-7-0 9-0-0 9-0-0 9-0-0 10-3-8 1-3-8 11-7-0 1-3-8 20-7-0 9-0-0 7-0-148-2-67-0-149.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.79 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.51 0.00 0.03 (loc) 6-7 6-7 6 7 l/defl >825 >479 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 108 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3,3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-7: 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.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6 REACTIONS. (size) 10=0-3-8, 6=0-3-8 Max Horz 10=-25(LC 6) Max Uplift 10=-112(LC 10), 6=-112(LC 11) Max Grav 10=924(LC 2), 6=924(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-745/157, 1-2=-719/61, 2-3=-725/93, 3-4=-897/147, 4-5=-723/64, 5-6=-743/157 BOT CHORD 7-9=-80/724 WEBS 1-9=-73/881, 2-9=-366/121, 2-7=-446/144, 3-7=-159/858, 4-7=-829/283, 5-7=-79/882 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 9-0-0, Exterior(2R) 9-0-0 to 10-3-8, Exterior(2E) 10-3-8 to 11-7-0, Interior(1) 11-7-0 to 15-2-2, Exterior(2E) 15-2-2 to 20-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112, 6=112. 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 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, 2-3=-50, 3-4=-50, 4-5=-50, 10-11=-50, 11-12=-35, 6-12=-50 Continued on page 2 March 17,2020 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 B20000793 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636580 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-q1SeQlbGalptWffgvNy1Cg7gQxDneXog9yw5FyzaJcC 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=19, 2-3=26, 3-4=19, 4-5=19, 6-10=-12 Horz: 2-3=-38, 3-4=31 Drag: 1-2=-0, 4-5=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-4=-42, 4-5=-42, 6-10=-20 Horz: 2-3=22, 3-4=-22 Drag: 1-2=0, 4-5=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-4=11, 4-5=11, 6-10=-12 Horz: 2-3=3, 3-4=23 Drag: 1-2=-0, 4-5=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=-15, 4-5=28, 6-10=-12 Horz: 2-3=-23, 3-4=-3 Drag: 1-2=-0, 4-5=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-4=-9, 4-5=-9, 6-10=-20 Horz: 2-3=14, 3-4=11 Drag: 1-2=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-4=-34, 4-5=8, 6-10=-20 Horz: 2-3=-11, 3-4=-14 Drag: 4-5=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 4-5=11, 6-10=-12 Horz: 2-3=-40, 3-4=23 Drag: 1-2=-0, 4-5=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=28, 4-5=28, 6-10=-12 Horz: 2-3=-23, 3-4=40 Drag: 1-2=-0, 4-5=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-4=11, 4-5=11, 6-10=-12 Horz: 2-3=-40, 3-4=23 Drag: 1-2=-0, 4-5=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-4=28, 4-5=28, 6-10=-12 Horz: 2-3=-23, 3-4=40 Drag: 1-2=-0, 4-5=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-4=-9, 4-5=-9, 6-10=-20 Horz: 2-3=-28, 3-4=11 Drag: 1-2=-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=-9, 2-3=-9, 3-4=8, 4-5=8, 6-10=-20 Horz: 2-3=-11, 3-4=28 Drag: 4-5=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 10-11=-60, 11-12=-40, 6-12=-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=-29, 2-3=-61, 3-4=-42, 4-5=-42, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 2-3=11, 3-4=8 Drag: 1-2=-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 B20000793 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636580 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:13 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-q1SeQlbGalptWffgvNy1Cg7gQxDneXog9yw5FyzaJcC LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-4=-61, 4-5=-29, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 2-3=-8, 3-4=-11 Drag: 4-5=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-4=-42, 4-5=-42, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 2-3=-21, 3-4=8 Drag: 1-2=-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=-42, 2-3=-42, 3-4=-29, 4-5=-29, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 2-3=-8, 3-4=21 Drag: 4-5=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-4=-28, 4-5=-28, 6-10=-12 Horz: 2-3=16, 3-4=-16 Drag: 1-2=0, 4-5=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-5=4, 6-10=-12 Horz: 2-3=-16, 3-4=16 Drag: 1-2=-0, 4-5=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-20, 4-5=-20, 10-11=-50, 11-12=-35, 6-12=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-50, 4-5=-50, 10-11=-50, 11-12=-35, 6-12=-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 B20000793 Truss T14 Truss Type Flat Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636581 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-IE00e5cvL2xk8pEtS4TGlugu9LdBN1LpOcffnOzaJcB Scale: 1/4"=1' 12345 10 9 8 7 6 11 12 13 14 15 3x6 3x6 3x4 3x6 3x6 3x4 3x6 3x4 2x4 4x8 6-10-12 6-10-12 13-8-4 6-9-8 20-7-0 6-10-12 6-10-12 6-10-12 13-8-4 6-9-8 20-7-0 6-10-12 8-6-14Plate Offsets (X,Y)-- [6:Edge,0-2-8], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.52 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.01 0.03 (loc) 6-7 6-7 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,2-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 2-9, 2-7, 4-7 REACTIONS. (size) 10=Mechanical, 6=0-3-8 Max Uplift 10=-162(LC 6), 6=-162(LC 6) Max Grav 10=953(LC 2), 6=944(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-818/443, 1-2=-562/234, 2-4=-553/234, 4-5=-553/234, 5-6=-808/442 BOT CHORD 7-9=-234/562 WEBS 1-9=-364/874, 2-9=-442/371, 4-7=-441/370, 5-7=-363/861 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) 0-1-4 to 5-1-4, Exterior(2) 5-1-4 to 15-5-12, Corner(3) 15-5-12 to 20-5-12 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=162, 6=162. 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 10-13=-50, 9-13=-35, 9-14=-50, 14-15=-35, 6-15=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=57, 11-12=48, 5-12=57, 6-10=-12 Continued on page 2 March 17,2020 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 B20000793 Truss T14 Truss Type Flat Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636581 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-IE00e5cvL2xk8pEtS4TGlugu9LdBN1LpOcffnOzaJcB 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: 1-5=-32, 6-10=-20 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 6-10=-12 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 6-10=-12 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=8, 6-10=-20 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=8, 6-10=-20 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, 6-10=-12 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 6-10=-12 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, 6-10=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 6-10=-12 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, 6-10=-20 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=8, 6-10=-20 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 10-13=-60, 9-13=-40, 9-14=-60, 14-15=-40, 6-15=-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=-29, 10-13=-50, 9-13=-35, 9-14=-50, 14-15=-35, 6-15=-50 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=-29, 10-13=-50, 9-13=-35, 9-14=-50, 14-15=-35, 6-15=-50 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, 10-13=-50, 9-13=-35, 9-14=-50, 14-15=-35, 6-15=-50 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=-29, 10-13=-50, 9-13=-35, 9-14=-50, 14-15=-35, 6-15=-50 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 6-10=-12 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 6-10=-12 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000793 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636582 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-mQaPrQdX6M4bmzp30o_VH5C2MlzE6VbzcGPCKqzaJcA Scale = 1:78.9 1 2 3 4 5 678 15 13 12 11 10 9 16 17 18 19 14 20 21 22 23 4x8 6x16 4x6 4x6 3x8 3x4 3x6 2x4 4x6 4x8 3x4 5x10 MT18HS 2x4 5x8 3x4 7-3-6 7-3-6 7-10-0 0-6-10 10-11-12 3-1-12 13-11-12 3-0-0 14-1-8 0-1-12 21-11-8 7-10-0 26-10-8 4-11-0 32-1-0 5-2-8 -1-10-8 1-10-8 6-4-1 6-4-1 12-1-3 5-9-2 16-6-0 4-4-13 21-11-8 5-5-8 26-10-8 4-11-0 32-1-0 5-2-8 0-6-144-7-412-0-010-1-1212-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-9], [2:0-3-3,Edge], [6:0-7-12,0-1-12], [9: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 0.75 0.53 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.25 -0.33 0.05 (loc) 11-13 11-13 17 9 l/defl >999 >848 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,4-15,4-13,5-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-11, 6-10, 7-10 REACTIONS.All bearings 6-3-8 except (jt=length) 2=0-10-0, 14=0-3-8, 17=0-3-0. (lb) - Max Horz 2=456(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-210(LC 4), 13=-198(LC 5), 17=-217(LC 5) Max Grav All reactions 250 lb or less at joint(s) 14 except 2=527(LC 18), 13=1760(LC 2), 13=1581(LC 1), 17=1035(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/194, 3-4=-538/206, 4-5=-318/436, 5-6=-715/179, 6-7=-451/157, 7-8=-450/157 BOT CHORD 2-15=-239/395, 11-13=-152/256, 10-11=-192/526 WEBS 3-15=-349/198, 4-15=-75/528, 4-13=-342/166, 5-13=-1292/296, 5-11=-70/572, 7-10=-719/280, 8-10=-237/1018, 8-17=-1047/213 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 6 = 16% 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) 17 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) 2=210, 13=198, 17=217. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 March 17,2020 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 B20000793 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636582 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-mQaPrQdX6M4bmzp30o_VH5C2MlzE6VbzcGPCKqzaJcA LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-18=-60, 18-19=-310, 8-19=-60, 2-9=-20 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, 4-6=-50, 6-18=-50, 18-19=-269, 8-19=-50, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-4=28, 4-6=-15, 6-18=28, 18-19=78, 8-19=28, 2-9=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3, 9-16=21 Drag: 6-7=-0 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=15, 4-6=11, 6-18=28, 18-19=78, 8-19=28, 2-9=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23, 9-16=-16 Drag: 6-7=-0 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-34, 6-18=8, 18-19=-182, 8-19=8, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14, 9-16=10 Drag: 6-7=-0 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-4, 4-6=-9, 6-18=8, 18-19=-135, 8-19=8, 2-9=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11, 9-16=-28 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-6=28, 6-18=11, 18-19=60, 8-19=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-16=19 Drag: 6-7=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-6=11, 6-18=11, 18-19=15, 8-19=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-16=-14 Drag: 6-7=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-6=28, 6-18=11, 18-19=60, 8-19=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-16=19 Drag: 6-7=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-6=11, 6-18=11, 18-19=15, 8-19=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-16=-14 Drag: 6-7=-0 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=8, 6-18=-9, 18-19=-195, 8-19=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28, 9-16=8 Drag: 6-7=-0 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-6=-9, 6-18=-9, 18-19=-152, 8-19=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11, 9-16=-25 Drag: 6-7=-0 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-18=-20, 18-19=-145, 8-19=-20, 2-20=-40, 20-21=-60, 11-21=-40, 11-22=-60, 22-23=-40, 9-23=-60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-61, 6-18=-29, 18-19=-297, 8-19=-29, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11, 9-16=7 Drag: 6-7=-0 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-4=-38, 4-6=-42, 6-18=-29, 18-19=-261, 8-19=-29, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8, 9-16=-21 Drag: 6-7=-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 B20000793 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636582 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:15 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-mQaPrQdX6M4bmzp30o_VH5C2MlzE6VbzcGPCKqzaJcA LOAD CASE(S) Standard Except: 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-29, 6-18=-42, 18-19=-306, 8-19=-42, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21, 9-16=6 Drag: 6-7=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-18=-42, 18-19=-274, 8-19=-42, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8, 9-16=-19 Drag: 6-7=-0 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-15, 4-6=-17, 6-18=-12, 18-19=-87, 8-19=-12, 2-9=-12 Horz: 2-4=3, 4-6=5 20) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-6=-12, 6-18=-12, 18-19=-87, 8-19=-12, 2-9=-12 Horz: 9-16=-16 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-4=28, 4-6=-15, 6-18=28, 18-19=78, 8-19=28, 2-9=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3, 9-16=21 Drag: 6-7=-0 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=15, 4-6=11, 6-18=28, 18-19=78, 8-19=28, 2-9=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23, 9-16=-16 Drag: 6-7=-0 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-34, 6-18=8, 18-19=-182, 8-19=8, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14, 9-16=10 Drag: 6-7=-0 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-4, 4-6=-9, 6-18=8, 18-19=-135, 8-19=8, 2-9=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11, 9-16=-28 Drag: 6-7=-0 25) 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, 2-4=28, 4-6=28, 6-18=11, 18-19=60, 8-19=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-16=19 Drag: 6-7=-0 26) 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, 2-4=11, 4-6=11, 6-18=11, 18-19=15, 8-19=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-16=-14 Drag: 6-7=-0 27) 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, 2-4=28, 4-6=28, 6-18=11, 18-19=60, 8-19=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-16=19 Drag: 6-7=-0 28) 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, 2-4=11, 4-6=11, 6-18=11, 18-19=15, 8-19=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-16=-14 Drag: 6-7=-0 29) 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, 2-4=8, 4-6=8, 6-18=-9, 18-19=-195, 8-19=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28, 9-16=8 Drag: 6-7=-0 30) 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, 2-4=-9, 4-6=-9, 6-18=-9, 18-19=-152, 8-19=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11, 9-16=-25 Drag: 6-7=-0 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 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 B20000793 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636582 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:15 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-mQaPrQdX6M4bmzp30o_VH5C2MlzE6VbzcGPCKqzaJcA LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-61, 6-18=-29, 18-19=-297, 8-19=-29, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11, 9-16=7 Drag: 6-7=-0 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-4=-38, 4-6=-42, 6-18=-29, 18-19=-261, 8-19=-29, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8, 9-16=-21 Drag: 6-7=-0 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-29, 6-18=-42, 18-19=-306, 8-19=-42, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21, 9-16=6 Drag: 6-7=-0 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-18=-42, 18-19=-274, 8-19=-42, 2-20=-35, 20-21=-50, 11-21=-35, 11-22=-50, 22-23=-35, 9-23=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8, 9-16=-19 Drag: 6-7=-0 35) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-15, 4-6=-17, 6-18=-12, 18-19=-87, 8-19=-12, 2-9=-12 Horz: 2-4=3, 4-6=5 36) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-6=-12, 6-18=-12, 18-19=-87, 8-19=-12, 2-9=-12 Horz: 9-16=-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 B20000793 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636583 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Ec8n3md9tgCSN7NFaVVkqJlD?9JPryv6rw8lsHzaJc9 Scale = 1:78.9 1 2 3 4 5 678 14 13 12 11 10 9 15 16 17 18 19 20 21 4x8 6x16 4x6 4x6 3x8 3x4 3x6 2x4 3x6 3x8 3x4 5x10 MT18HS 2x4 5x8 3x4 7-3-6 7-3-6 13-11-12 6-8-6 21-11-8 7-11-12 26-10-8 4-11-0 32-1-0 5-2-8 -1-10-8 1-10-8 6-4-1 6-4-1 12-1-3 5-9-2 17-0-6 4-11-2 21-11-8 4-11-2 26-10-8 4-11-0 32-1-0 5-2-8 0-6-144-7-412-0-010-1-1212-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-13], [2:0-3-3,Edge], [6:0-7-12,0-1-12], [9: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 0.76 0.54 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.25 -0.33 0.05 (loc) 11-13 11-13 16 9 l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,4-14,4-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 5-13, 6-11, 6-10, 7-10 REACTIONS. (size) 2=0-10-0, 13=0-3-8, 16=0-3-0 Max Horz 2=456(LC 5) Max Uplift 2=-236(LC 4), 13=-244(LC 8), 16=-215(LC 5) Max Grav 2=553(LC 18), 13=1935(LC 2), 16=998(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/272, 3-4=-624/282, 4-5=-318/558, 5-6=-667/174, 6-7=-436/152, 7-8=-434/152 BOT CHORD 2-14=-281/460, 11-13=-159/251, 10-11=-190/501 WEBS 3-14=-337/192, 4-14=-140/748, 4-13=-415/207, 5-13=-1397/300, 5-11=-62/595, 6-11=-261/128, 7-10=-720/282, 8-10=-235/987, 8-16=-1010/212 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=236, 13=244, 16=215. 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, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 March 17,2020 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 B20000793 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636583 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:16 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Ec8n3md9tgCSN7NFaVVkqJlD?9JPryv6rw8lsHzaJc9 LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-17=-60, 17-18=-310, 8-18=-60, 2-9=-20 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, 4-6=-50, 6-17=-50, 17-18=-269, 8-18=-50, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-4=28, 4-6=-15, 6-17=28, 17-18=78, 8-18=28, 2-9=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3, 9-15=21 Drag: 6-7=-0 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=15, 4-6=11, 6-17=28, 17-18=78, 8-18=28, 2-9=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23, 9-15=-16 Drag: 6-7=-0 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-34, 6-17=8, 17-18=-182, 8-18=8, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14, 9-15=10 Drag: 6-7=-0 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-4, 4-6=-9, 6-17=8, 17-18=-135, 8-18=8, 2-9=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11, 9-15=-28 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-6=28, 6-17=11, 17-18=60, 8-18=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-15=19 Drag: 6-7=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-6=11, 6-17=11, 17-18=15, 8-18=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-15=-14 Drag: 6-7=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-6=28, 6-17=11, 17-18=60, 8-18=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-15=19 Drag: 6-7=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-6=11, 6-17=11, 17-18=15, 8-18=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-15=-14 Drag: 6-7=-0 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=8, 6-17=-9, 17-18=-195, 8-18=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28, 9-15=8 Drag: 6-7=-0 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-6=-9, 6-17=-9, 17-18=-152, 8-18=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11, 9-15=-25 Drag: 6-7=-0 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-17=-20, 17-18=-145, 8-18=-20, 2-12=-40, 12-19=-60, 11-19=-40, 11-20=-60, 20-21=-40, 9-21=-60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-61, 6-17=-29, 17-18=-297, 8-18=-29, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11, 9-15=7 Drag: 6-7=-0 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-4=-38, 4-6=-42, 6-17=-29, 17-18=-261, 8-18=-29, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8, 9-15=-21 Drag: 6-7=-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 B20000793 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636583 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:16 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Ec8n3md9tgCSN7NFaVVkqJlD?9JPryv6rw8lsHzaJc9 LOAD CASE(S) Standard Except: 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-29, 6-17=-42, 17-18=-306, 8-18=-42, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21, 9-15=6 Drag: 6-7=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-17=-42, 17-18=-274, 8-18=-42, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8, 9-15=-19 Drag: 6-7=-0 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-15, 4-6=-17, 6-17=-12, 17-18=-87, 8-18=-12, 2-9=-12 Horz: 2-4=3, 4-6=5 20) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-6=-12, 6-17=-12, 17-18=-87, 8-18=-12, 2-9=-12 Horz: 9-15=-16 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-4=28, 4-6=-15, 6-17=28, 17-18=78, 8-18=28, 2-9=-12 Horz: 1-2=-53, 2-4=-40, 4-6=3, 9-15=21 Drag: 6-7=-0 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=15, 4-6=11, 6-17=28, 17-18=78, 8-18=28, 2-9=-12 Horz: 1-2=-22, 2-4=-27, 4-6=-23, 9-15=-16 Drag: 6-7=-0 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-34, 6-17=8, 17-18=-182, 8-18=8, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=14, 9-15=10 Drag: 6-7=-0 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-4, 4-6=-9, 6-17=8, 17-18=-135, 8-18=8, 2-9=-20 Horz: 1-2=-22, 2-4=-16, 4-6=-11, 9-15=-28 Drag: 6-7=-0 25) 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, 2-4=28, 4-6=28, 6-17=11, 17-18=60, 8-18=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-15=19 Drag: 6-7=-0 26) 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, 2-4=11, 4-6=11, 6-17=11, 17-18=15, 8-18=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-15=-14 Drag: 6-7=-0 27) 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, 2-4=28, 4-6=28, 6-17=11, 17-18=60, 8-18=11, 2-9=-12 Horz: 1-2=-34, 2-4=-40, 4-6=-40, 9-15=19 Drag: 6-7=-0 28) 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, 2-4=11, 4-6=11, 6-17=11, 17-18=15, 8-18=11, 2-9=-12 Horz: 1-2=-17, 2-4=-23, 4-6=-23, 9-15=-14 Drag: 6-7=-0 29) 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, 2-4=8, 4-6=8, 6-17=-9, 17-18=-195, 8-18=-9, 2-9=-20 Horz: 1-2=-34, 2-4=-28, 4-6=-28, 9-15=8 Drag: 6-7=-0 30) 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, 2-4=-9, 4-6=-9, 6-17=-9, 17-18=-152, 8-18=-9, 2-9=-20 Horz: 1-2=-17, 2-4=-11, 4-6=-11, 9-15=-25 Drag: 6-7=-0 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 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 B20000793 Truss TG02 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636583 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:16 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Ec8n3md9tgCSN7NFaVVkqJlD?9JPryv6rw8lsHzaJc9 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-61, 6-17=-29, 17-18=-297, 8-18=-29, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-4=-21, 4-6=11, 9-15=7 Drag: 6-7=-0 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-4=-38, 4-6=-42, 6-17=-29, 17-18=-261, 8-18=-29, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-16, 2-4=-12, 4-6=-8, 9-15=-21 Drag: 6-7=-0 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-6=-29, 6-17=-42, 17-18=-306, 8-18=-42, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-26, 2-4=-21, 4-6=-21, 9-15=6 Drag: 6-7=-0 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-42, 6-17=-42, 17-18=-274, 8-18=-42, 2-12=-35, 12-19=-50, 11-19=-35, 11-20=-50, 20-21=-35, 9-21=-50 Horz: 1-2=-13, 2-4=-8, 4-6=-8, 9-15=-19 Drag: 6-7=-0 35) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-15, 4-6=-17, 6-17=-12, 17-18=-87, 8-18=-12, 2-9=-12 Horz: 2-4=3, 4-6=5 36) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-6=-12, 6-17=-12, 17-18=-87, 8-18=-12, 2-9=-12 Horz: 9-15=-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 B20000793 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 14 Grannan Grove Job Reference (optional) I40636584 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ipi9G6enezKJ?HyS8D1zMWIKBYiEaKMG4auJOjzaJc8 Scale = 1:44.4 1 2 3 4 5 6 7 9810 11 12 13 14 15 16 17 18 6x16 4x6 6x8 6x16 4x6 12x12 2x4 12x12 2x4 5-4-13 5-4-13 10-6-3 5-1-5 15-11-0 5-4-13 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 1-4-147-4-81-4-149.00 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 0.99 0.37 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.03 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-9-3, Right 2x8 SP 2400F 2.0E 2-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 7=0-3-8 Max Horz 1=176(LC 28) Max Grav 1=3917(LC 2), 7=5379(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4296/0, 3-4=-4085/0, 4-5=-4855/0, 5-7=-5045/0 BOT CHORD 1-9=0/3167, 8-9=0/2660, 7-8=0/3783 WEBS 4-8=-46/3549, 5-8=-86/424, 4-9=0/1774, 3-9=-85/419 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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, 14, 15, 16, 17, 18, 23, 24, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 796 lb down at 1-11-4, 796 lb down at 3-11-4, 796 lb down at 5-11-4, 781 lb down at 7-11-4, 810 lb down at 9-11-4, and 2020 lb down and 108 lb up at 11-11-4, and 2020 lb down and 108 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Continued on page 2 March 17,2020 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 B20000793 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 14 Grannan Grove Job Reference (optional) I40636584 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ipi9G6enezKJ?HyS8D1zMWIKBYiEaKMG4auJOjzaJc8 LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 10=-699(B) 11=-699(B) 12=-699(B) 14=-699(B) 16=-699(B) 17=-1739(B) 18=-1739(B) 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, 4-7=-50, 1-13=-35, 13-15=-50, 7-15=-20 Concentrated Loads (lb) Vert: 10=-796(B) 11=-796(B) 12=-796(B) 14=-781(B) 16=-810(B) 17=-2020(B) 18=-2020(B) 4) 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=11, 1-7=-12 Horz: 1-4=3, 4-7=23 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 5) 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=-15, 1-7=-12 Horz: 1-4=-23, 4-7=-3 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 6) 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=-9, 1-7=-20 Horz: 1-4=14, 4-7=11 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=108(B) 18=108(B) 7) 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=-34, 1-7=-20 Horz: 1-4=-11, 4-7=-14 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=108(B) 18=108(B) 8) 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, 1-7=-12 Horz: 1-4=-40, 4-7=23 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 9) 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=28, 1-7=-12 Horz: 1-4=-23, 4-7=40 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 10) 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, 1-7=-12 Horz: 1-4=-40, 4-7=23 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 11) 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=28, 1-7=-12 Horz: 1-4=-23, 4-7=40 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=100(B) 18=100(B) 12) 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, 1-7=-20 Horz: 1-4=-28, 4-7=11 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=108(B) 18=108(B) 13) 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=8, 1-7=-20 Horz: 1-4=-11, 4-7=28 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=108(B) 18=108(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 1-13=-40, 13-15=-60, 7-15=-20 Concentrated Loads (lb) Vert: 10=-588(B) 11=-588(B) 12=-588(B) 14=-568(B) 16=-608(B) 17=-1527(B) 18=-1527(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 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 B20000793 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 14 Grannan Grove Job Reference (optional) I40636584 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:17 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ipi9G6enezKJ?HyS8D1zMWIKBYiEaKMG4auJOjzaJc8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-61, 4-7=-42, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=11, 4-7=8 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=-46(B) 18=-46(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-7=-61, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-8, 4-7=-11 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=-46(B) 18=-46(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 4-7=-42, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-21, 4-7=8 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=-46(B) 18=-46(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 4-7=-29, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-8, 4-7=21 Concentrated Loads (lb) Vert: 10=-196(B) 11=-196(B) 12=-196(B) 14=-196(B) 16=-196(B) 17=-46(B) 18=-46(B) 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-17, 4-7=-12, 1-7=-12 Horz: 1-4=5 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=-28(B) 18=-28(B) 20) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-7=-17, 1-7=-12 Horz: 4-7=-5 Concentrated Loads (lb) Vert: 10=-204(B) 11=-204(B) 12=-204(B) 14=-204(B) 16=-204(B) 17=-28(B) 18=-28(B) 23) 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=-20, 1-13=-35, 13-15=-50, 7-15=-20 Concentrated Loads (lb) Vert: 10=-796(B) 11=-796(B) 12=-796(B) 14=-781(B) 16=-810(B) 17=-2020(B) 18=-2020(B) 24) 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, 1-13=-35, 13-15=-50, 7-15=-20 Concentrated Loads (lb) Vert: 10=-796(B) 11=-796(B) 12=-796(B) 14=-781(B) 16=-810(B) 17=-2020(B) 18=-2020(B) 25) 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=11, 1-7=-12 Horz: 1-4=3, 4-7=23 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 26) 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=-15, 1-7=-12 Horz: 1-4=-23, 4-7=-3 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 27) 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=-9, 1-7=-20 Horz: 1-4=14, 4-7=11 Concentrated Loads (lb) Vert: 10=-325(B) 11=-325(B) 12=-325(B) 14=-325(B) 16=-325(B) 17=-663(B) 18=-663(B) 28) 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=-34, 1-7=-20 Horz: 1-4=-11, 4-7=-14 Concentrated Loads (lb) Vert: 10=-325(B) 11=-325(B) 12=-325(B) 14=-325(B) 16=-325(B) 17=-663(B) 18=-663(B) 29) 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, 1-7=-12 Horz: 1-4=-40, 4-7=23 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 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 B20000793 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 14 Grannan Grove Job Reference (optional) I40636584 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:17 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-ipi9G6enezKJ?HyS8D1zMWIKBYiEaKMG4auJOjzaJc8 LOAD CASE(S) Standard Except: 30) 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=28, 1-7=-12 Horz: 1-4=-23, 4-7=40 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 31) 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, 1-7=-12 Horz: 1-4=-40, 4-7=23 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 32) 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=28, 1-7=-12 Horz: 1-4=-23, 4-7=40 Concentrated Loads (lb) Vert: 10=-333(B) 11=-333(B) 12=-333(B) 14=-333(B) 16=-333(B) 17=-671(B) 18=-671(B) 33) 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, 1-7=-20 Horz: 1-4=-28, 4-7=11 Concentrated Loads (lb) Vert: 10=-325(B) 11=-325(B) 12=-325(B) 14=-325(B) 16=-325(B) 17=-663(B) 18=-663(B) 34) 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=8, 1-7=-20 Horz: 1-4=-11, 4-7=28 Concentrated Loads (lb) Vert: 10=-325(B) 11=-325(B) 12=-325(B) 14=-325(B) 16=-325(B) 17=-663(B) 18=-663(B) 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: 1-4=-61, 4-7=-42, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=11, 4-7=8 Concentrated Loads (lb) Vert: 10=-667(B) 11=-667(B) 12=-667(B) 14=-652(B) 16=-682(B) 17=-1582(B) 18=-1582(B) 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: 1-4=-42, 4-7=-61, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-8, 4-7=-11 Concentrated Loads (lb) Vert: 10=-667(B) 11=-667(B) 12=-667(B) 14=-652(B) 16=-682(B) 17=-1582(B) 18=-1582(B) 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: 1-4=-29, 4-7=-42, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-21, 4-7=8 Concentrated Loads (lb) Vert: 10=-667(B) 11=-667(B) 12=-667(B) 14=-652(B) 16=-682(B) 17=-1582(B) 18=-1582(B) 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: 1-4=-42, 4-7=-29, 1-13=-35, 13-15=-50, 7-15=-20 Horz: 1-4=-8, 4-7=21 Concentrated Loads (lb) Vert: 10=-667(B) 11=-667(B) 12=-667(B) 14=-652(B) 16=-682(B) 17=-1582(B) 18=-1582(B) 39) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-17, 4-7=-12, 1-7=-12 Horz: 1-4=5 Concentrated Loads (lb) Vert: 10=-298(B) 11=-298(B) 12=-298(B) 14=-298(B) 16=-298(B) 17=-542(B) 18=-542(B) 40) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-7=-17, 1-7=-12 Horz: 4-7=-5 Concentrated Loads (lb) Vert: 10=-298(B) 11=-298(B) 12=-298(B) 14=-298(B) 16=-298(B) 17=-542(B) 18=-542(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 B20000793 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 14 Grannan Grove Job Reference (optional) I40636585 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-A?GXUSfPPHSAdRXehwYCvkqipy07J07PJEdsw9zaJc7 Scale = 1:52.9 1 2 3 546 2x4 4x6 2x4 4x8 3x6 4-3-0 4-3-0 0-9-4 0-9-4 4-3-0 3-5-12 9-3-29-10-17-2-129.00 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 0.10 0.46 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) 4-5 4-5 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-4,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5 REACTIONS. (size) 4=0-3-8, 5=0-3-8 Max Horz 5=-89(LC 9) Max Uplift 4=-81(LC 7), 5=-313(LC 9) Max Grav 4=574(LC 2), 5=630(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=313. 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) 933 lb down and 182 lb up at 2-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-795(F) March 17,2020 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 B20000793 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636586 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-eBpvhog1Aba1Fb6qFe3RSxNrwMR12QAYXuNPTbzaJc6 Scale = 1:51.6 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 0-0-5 0-0-5 21-4-11 21-4-6 10-8-6 10-8-6 21-4-11 10-8-6 0-0-48-0-40-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.16 0.25 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: 68 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. REACTIONS.All bearings 21-4-0. (lb) - Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-172(LC 10), 13=-131(LC 10), 9=-172(LC 11), 8=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=376(LC 20), 11=470(LC 17), 13=346(LC 17), 9=468(LC 18), 8=347(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-295/222, 5-9=-295/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 5-8-14, Exterior(2R) 5-8-14 to 15-7-14, Exterior(2E) 15-7-14 to 20-11-7 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=172, 13=131, 9=172, 8=131. 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. March 17,2020 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 B20000793 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636587 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-7ONIu8gfxuitskh1pLag_9w?DmijntlimX6z?2zaJc5 Scale = 1:44.0 1 2 3 4 5 9876 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 18-8-6 18-8-6 18-8-11 0-0-5 9-4-6 9-4-6 18-8-11 9-4-6 0-0-47-0-40-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.39 0.16 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: 56 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 18-8-0. (lb) - Max Horz 1=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-213(LC 10), 6=-213(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=333(LC 20), 9=581(LC 17), 6=581(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-359/263, 4-6=-362/264 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) 0-5-4 to 5-8-14, Exterior(2R) 5-8-14 to 12-11-14, Exterior(2E) 12-11-14 to 18-3-7 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=213, 6=213. 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. March 17,2020 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 B20000793 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636588 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-baxg6UhIiCqkUuGDN25vXMSCoA6lWLnr?BsWXUzaJc4 Scale = 1:36.3 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-3-3 15-3-3 15-3-9 0-0-5 7-7-12 7-7-12 15-3-9 7-7-12 0-0-45-8-130-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.14 0.11 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 15-2-14. (lb) - Max Horz 1=-138(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-170(LC 10), 6=-169(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=340(LC 17), 8=435(LC 17), 6=435(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-285/212, 4-6=-285/212 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) 0-5-4 to 5-8-14, Exterior(2R) 5-8-14 to 9-6-11, Exterior(2E) 9-6-11 to 14-10-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8=170, 6=169. 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. March 17,2020 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 B20000793 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636589 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-3mV2JqiwTWyb62rPwmc83a?EuZQBFoF?Drb43wzaJc3 Scale = 1:27.1 1 2 3 43x6 4x6 3x6 2x4 11-3-3 11-3-3 11-3-9 0-0-5 5-7-12 5-7-12 11-3-9 5-7-12 0-0-44-2-130-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.26 0.10 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: 29 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=11-2-14, 3=11-2-14, 4=11-2-14 Max Horz 1=-100(LC 8) Max Uplift 1=-39(LC 10), 3=-49(LC 11), 4=-18(LC 10) Max Grav 1=213(LC 1), 3=213(LC 1), 4=408(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. March 17,2020 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 B20000793 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636590 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-3mV2JqiwTWyb62rPwmc83a?LEZRBFpE?Drb43wzaJc3 Scale = 1:19.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-3-9 7-3-3 3-7-12 3-7-12 7-3-9 3-7-12 0-0-42-8-130-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.19 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=7-2-14, 3=7-2-14, 4=7-2-14 Max Horz 1=62(LC 7) Max Uplift 1=-25(LC 10), 3=-33(LC 11), 4=-10(LC 10) Max Grav 1=130(LC 1), 3=130(LC 1), 4=254(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. March 17,2020 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 B20000793 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636591 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-Xz3QXAjYEp4SjCQbUT7NcnYZ3zpT_G?8SVLdcNzaJc2 Scale = 1:8.9 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-3-9 3-3-3 1-7-12 1-7-12 3-3-9 1-7-12 0-0-41-2-130-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-2-14, 3=3-2-14 Max Horz 1=-23(LC 6) Max Uplift 1=-11(LC 10), 3=-11(LC 11) Max Grav 1=97(LC 1), 3=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. March 17,2020 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 B20000793 Truss V07 Truss Type Valley Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636592 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-?9dokVjA_7CJLM?o2Bfc9?4aDN5AjiRHh94A8pzaJc1 Scale = 1:36.2 1 2 3 54 2x4 3x6 2x4 3x4 -1-10-8 1-10-8 4-3-0 4-3-0 3-4-116-6-159.00 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 0.75 0.35 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.01 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. REACTIONS. (size) 5=4-3-0, 4=4-3-0 Max Horz 5=161(LC 7) Max Uplift 4=-174(LC 10) Max Grav 5=312(LC 1), 4=203(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/33 BOT CHORD 4-5=-369/109 WEBS 2-4=-139/471 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) except (jt=lb) 4=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. March 17,2020 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 B20000793 Truss V08 Truss Type Valley Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636593 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-TLBByrkolRKAzWZ_cuArhCdlznRPS95RwpqkgFzaJc0 Scale = 1:28.5 1 2 3 54 2x4 3x6 2x4 3x4 -1-10-8 1-10-8 4-3-0 4-3-0 1-10-115-0-159.00 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 0.75 0.35 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.01 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. REACTIONS. (size) 5=4-3-0, 4=4-3-0 Max Horz 5=149(LC 10) Max Uplift 4=-123(LC 10) Max Grav 5=312(LC 1), 4=168(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/84 BOT CHORD 4-5=-338/81 WEBS 2-4=-88/367 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) except (jt=lb) 4=123. 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. March 17,2020 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 B20000793 Truss V09 Truss Type Valley Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636594 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-TLBByrkolRKAzWZ_cuArhCdm6nQiSAVRwpqkgFzaJc0 Scale = 1:20.8 1 2 3 2x4 2x4 2x4 4-9-4 4-9-4 0-0-43-6-159.00 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 0.67 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-8-15, 3=4-8-15 Max Horz 1=127(LC 10) Max Uplift 3=-81(LC 10) Max Grav 1=169(LC 1), 3=184(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. March 17,2020 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 B20000793 Truss V10 Truss Type Valley Qty 2 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636595 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-xXlZ9BlQWkS1af8A9ch4EQ93UBqbBdla8TZHCizaJc? Scale = 1:13.3 1 2 3 2x4 2x4 2x4 2-9-4 2-9-4 0-0-42-0-159.00 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 0.18 0.10 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-15, 3=2-8-15 Max Horz 1=67(LC 10) Max Uplift 3=-43(LC 10) Max Grav 1=89(LC 1), 3=97(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. March 17,2020 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 B20000793 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636596 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-xXlZ9BlQWkS1af8A9ch4EQ9?eBomBcka8TZHCizaJc? Scale = 1:17.9 1 2 3 54 3x4 4x6 2x4 2x4 2x4 0-0-12 0-0-12 4-11-9 4-10-13 6-8-6 1-8-13 4-11-9 4-11-9 6-8-6 1-8-13 0-0-41-7-142-11-74.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=6-7-10, 4=6-7-10, 5=6-7-10 Max Horz 1=102(LC 10) Max Uplift 1=-20(LC 6), 4=-22(LC 10), 5=-66(LC 10) Max Grav 1=133(LC 1), 4=41(LC 8), 5=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-209/266 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) 1, 4, 5. 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. March 17,2020 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 B20000793 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636597 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-PkIxMXm2H2auCpjNjJCJmdiF_aBpw4?kN7Jrl8zaJc_ Scale = 1:10.1 1 2 3 2x4 2x4 2x4 1-11-4 1-11-4 0-0-41-5-79.00 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 0.07 0.04 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-10-15, 3=1-10-15 Max Horz 1=42(LC 10) Max Uplift 3=-27(LC 10) Max Grav 1=56(LC 1), 3=61(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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. March 17,2020 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 B20000793 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636598 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-uwsJatnh2MilqzIZH1jYJrFLh_U3fXEtcn2OGazaJbz Scale = 1:17.2 1 2 3 2x4 2x4 2x4 3-9-12 3-9-12 0-0-42-10-59.00 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 0.39 0.23 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: 10 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 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-9-7, 3=3-9-7 Max Horz 1=98(LC 10) Max Uplift 3=-63(LC 10) Max Grav 1=131(LC 1), 3=142(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. March 17,2020 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 B20000793 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 14 Grannan Grove Job Reference (optional) I40636599 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 16 15:39:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:L1_ch6aVO5irx3K1x4nLzFzaLdR-uwsJatnh2MilqzIZH1jYJrFRw_X9fXEtcn2OGazaJbz Scale = 1:9.7 1 2 3 2x4 2x4 2x4 1-9-12 1-9-12 0-0-41-4-59.00 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 0.06 0.03 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-9-7, 3=1-9-7 Max Horz 1=38(LC 10) Max Uplift 3=-24(LC 10) Max Grav 1=51(LC 1), 3=55(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. March 17,2020 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