Loading...
HomeMy WebLinkAbout209JGB - 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). May 28,2020 Liu, Xuegang Pages or sheets covered by this seal: I41456822 thru I41456866 My license renewal date for the state of Indiana is July 31, 2020. B20001501 Wedgewood 209 Bridgemont IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456822 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fhNUmPmowHKIUaRkEnyRA9Gkor2RO3hS9iqG_ozBwai Scale = 1:82.0 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 79 78 77 76 75 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 4x8 4x6 5x6 4x6 4x6 4x8 6x6 5x6 5x6 46-7-0 46-7-0 -1-2-8 1-2-8 13-2-3 13-2-3 33-4-13 20-2-10 46-7-0 13-2-3 47-9-8 1-2-8 1-0-312-0-01-0-312-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [13:0-0-0,0-2-12], [13:0-3-0,0-3-0], [14:0-1-12,0-0-0], [41:0-1-7,0-1-12], [43:0-0-0,0-1-12], [55:0-1-12,0-0-0], [56:0-0-0,0-1-12], [67:0-3-0 ,0-3-0], [79:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 42 42 43 41 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 473 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 9-73,7-74,6-75,5-76,4-77,3-78,33-50,34-49,36-48,37-47,38-46,39-45 ,40-44: 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.): 13-30. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 30-53, 29-54, 28-55, 27-57, 26-58, 25-59, 24-60, 23-61, 21-62, 20-63, 19-64, 18-65, 17-66, 16-67, 15-68, 14-69, 12-70, 11-71, 10-72, 31-52, 32-51 REACTIONS.All bearings 46-7-0. (lb) - Max Horz 79=-335(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 52, 51, 50, 49, 48, 47, 46, 45 except 79=-229(LC 6), 43=-111(LC 7), 78=-184(LC 10), 44=-151(LC 11) Max Grav All reactions 250 lb or less at joint(s) 43, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 52, 51, 50, 49, 48, 47, 46, 45, 44 except 79=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-79=-260/190, 2-3=-295/283, 9-10=-140/279, 10-11=-174/334, 11-12=-208/393, 12-13=-210/390, 13-14=-183/349, 14-15=-183/349, 15-16=-183/349, 16-17=-183/349, 17-18=-183/349, 18-19=-183/349, 19-20=-183/349, 20-21=-183/349, 21-23=-183/349, 23-24=-183/349, 24-25=-183/349, 25-26=-183/349, 26-27=-183/349, 27-28=-183/349, 28-29=-183/349, 29-30=-184/350, 30-31=-214/402, 31-32=-204/384, 32-33=-166/322, 33-34=-136/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-0-13, Exterior(2N) 4-0-13 to 7-10-9, Corner(3R) 7-10-9 to 18-8-13, Exterior(2N) 18-8-13 to 28-0-13, Corner(3R) 28-0-13 to 38-8-13, Exterior(2N) 38-8-13 to 42-5-14, Corner(3E) 42-5-14 to 47-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 May 28,2020 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 B20001501 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456822 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:05 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fhNUmPmowHKIUaRkEnyRA9Gkor2RO3hS9iqG_ozBwai NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 52, 51, 50, 49, 48, 47, 46, 45 except (jt=lb) 79=229, 43=111, 78=184, 44=151. 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 B20001501 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456823 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YTd_bnpI_WqkzCkVTd1NL?RMdSDBKiG24KoU7ZzBwae Scale = 1:125.8 1 2 3 4 5 678910 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 53 54 55 56 57 58 59 60 61 62 63 64 4x6 6x8 4x6 6x8 5x8 4x6 4x6 3x6 4x6 2x4 3x6 4x8 2x4 2x4 4x8 2x4 6x8 5x6 8x8 5x6 2x4 3x4 5x6 3x6 3x8 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 6-8-5 6-8-5 13-2-3 6-5-13 20-1-5 6-11-2 26-10-11 6-9-6 33-8-1 6-9-6 40-7-4 6-11-2 46-3-8 5-8-4 46-5-14 0-2-6 52-7-0 6-1-2 -1-2-8 1-2-8 6-8-5 6-8-5 13-2-3 6-5-13 20-1-5 6-11-2 26-10-11 6-9-6 33-8-1 6-9-6 40-7-4 6-11-2 46-5-14 5-10-10 52-7-0 6-1-2 53-9-8 1-2-8 1-0-312-0-02-0-312-0-010.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [11:0-5-12,0-3-0], [12:0-4-0,0-4-8], [13:0-2-12,0-2-0], [17:0-2-8,0-2-8], [42:0-1-11,0-1-0], [45:0-1-11,0-1-0], [52:0-0-15,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.88 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.11 0.09 (loc) 21-23 21-23 15 21-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 413 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-22,22-24: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-26,4-25,12-18,12-17,13-17: 2x3 SPF No.2, 13-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-28,34-35,36-37: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-4-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-4 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. WEBS 1 Row at midpt 4-25, 6-23, 7-23, 8-23, 8-20, 10-20, 11-20, 11-18, 12-17 REACTIONS.All bearings 6-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=336(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-168(LC 10), 17=-135(LC 6), 15=-113(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16 except 2=2219(LC 2), 17=2368(LC 2), 17=2015(LC 1), 15=361(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2888/336, 4-6=-2412/414, 6-7=-2168/416, 7-8=-2168/417, 8-10=-1777/382, 10-11=-1778/382, 11-12=-1423/332, 13-15=-349/135 BOT CHORD 2-26=-385/2057, 25-26=-384/2059, 23-25=-326/1800, 21-23=-366/2165, 20-21=-366/2165, 18-20=-138/999 WEBS 4-26=0/353, 4-25=-483/267, 6-25=-99/616, 6-23=-273/791, 7-23=-428/211, 8-21=0/392, 8-20=-786/148, 10-20=-436/210, 11-20=-298/1539, 11-18=-754/221, 12-18=-195/1411, 12-17=-2150/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-8-4, Exterior(2R) 5-8-4 to 20-8-2, Interior(1) 20-8-2 to 33-1-4, Exterior(2R) 33-1-4 to 48-1-3, Interior(1) 48-1-3 to 48-5-14, Exterior(2E) 48-5-14 to 53-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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 May 28,2020 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 B20001501 Truss GE02 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456823 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YTd_bnpI_WqkzCkVTd1NL?RMdSDBKiG24KoU7ZzBwae NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 2, 135 lb uplift at joint 17 and 113 lb uplift at joint 15. 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 B20001501 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456824 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Urll0TqZW75RCVutb23rQQWkiF4?ooMLYeHbBRzBwac Scale = 1:22.4 1 2 3 4 5 98 7 6 3x12 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-5-0 3-5-0 1-0-33-10-610.00 12 Plate Offsets (X,Y)-- [9:0-6-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 2 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 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 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-5-0. (lb) - Max Horz 9=151(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7 except 8=-164(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8 except 9=257(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7 except (jt=lb) 8=164. 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. May 28,2020 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 B20001501 Truss GE04 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456825 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-J?60HWvK5zrbxQM1xJAFfhmhFg?YCLwDwakvP5zBwaW Scale = 1:151.9 1 2 3 4 5 6 7891011 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 59 60 61 62 63 64 65 66 67 3x6 10x10 8x10 4x6 6x8 4x6 3x6 3x4 5x10 MT18HS 3x6 3x6 2x4 3x6 3x6 8x10 6x8 2x4 2x4 4x8 2x4 4x8 4x6 8x8 4x6 2x4 3x4 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 7-9-5 7-9-5 14-6-9 6-9-4 17-4-0 2-9-7 17-5-12 0-1-12 19-6-3 2-0-7 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 52-7-8 5-8-4 52-9-14 0-2-6 58-11-0 6-1-2 -1-2-8 1-2-8 7-9-5 7-9-5 14-6-9 6-9-4 17-4-0 2-9-7 19-6-3 2-2-3 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 52-9-14 5-10-10 58-11-0 6-1-2 60-1-8 1-2-8 0-4-145-10-510-0-012-0-02-0-32-0-012-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [7:0-6-12,0-2-12], [12:0-5-4,0-3-0], [13:0-4-0,0-4-8], [14:0-2-8,0-2-4], [18:0-2-8,0-2-0], [28:0-2-8,0-1-8], [42:0-1-11,0-1-0], [45:0-1-11,0-1-0], [48:0-1-11 ,0-1-0], [51:0-1-11,0-1-0], [58:0-0-15,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.66 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.03 0.06 (loc) 2-30 2-30 16 2-30 l/defl >999 >956 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 443 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-26: 2x3 SPF No.2, 23-26: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-30,3-28,5-28,5-27,25-27,13-19,13-18,14-18: 2x3 SPF No.2 14-16: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 31-32,38-39,40-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28,25-26 2-10-8 oc bracing: 26-27. 1 Row at midpt 6-27 WEBS 1 Row at midpt 3-28, 7-27, 7-25, 7-24, 8-24, 9-24, 9-21, 11-21, 12-19, 13-18 REACTIONS.All bearings 6-3-8 except (jt=length) 2=0-10-0, 26=0-3-8. (lb) - Max Horz 2=340(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-181(LC 6), 26=-309(LC 7), 18=-154(LC 6), 16=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 17 except 2=673(LC 25), 26=2596(LC 2), 18=1691(LC 26), 18=1433(LC 1), 16=429(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/220, 5-6=-99/486, 6-7=-51/459, 7-8=-918/403, 8-9=-918/403, 9-11=-1196/430, 11-12=-1196/430, 12-13=-1102/386, 13-14=-321/152, 14-16=-419/192 BOT CHORD 2-30=-136/822, 28-30=-136/822, 26-27=-2611/311, 22-24=-221/1247, 21-22=-221/1247, 19-21=-98/758 WEBS 3-30=0/323, 3-28=-896/238, 5-28=-31/538, 5-27=-573/182, 25-27=-157/290, 7-27=-1818/279, 7-24=-246/1457, 8-24=-445/206, 9-24=-678/104, 9-22=0/387, 11-21=-439/211, 12-21=-195/855, 12-19=-424/168, 13-19=-122/912, 13-18=-1504/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-8-3, Interior(1) 4-8-3 to 14-6-9, Exterior(2R) 14-6-9 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-10-13, Interior(1) 52-10-13 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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. Continued on page 2 May 28,2020 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 B20001501 Truss GE04 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456825 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-J?60HWvK5zrbxQM1xJAFfhmhFg?YCLwDwakvP5zBwaW NOTES- 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 2, 309 lb uplift at joint 26, 154 lb uplift at joint 18 and 110 lb uplift at joint 16. 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 B20001501 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456826 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FOEmiCwada5JAkVQ3jCjl6r1HUlegPNWNuD0T_zBwaU Scale = 1:71.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 3x6 3x6 4x6 5x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-0-0 19-0-0 -1-2-8 1-2-8 11-11-12 11-11-12 19-0-0 7-0-4 1-0-311-0-010.00 12 Plate Offsets (X,Y)-- [12:0-0-0,0-1-12], [12:0-4-8,0-2-4], [13:0-1-12,0-0-0], [18:Edge,0-3-8], [19: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-R 0.70 0.36 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 18-19: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-27,8-28,6-29,5-31,4-32,3-33: 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.): 12-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-19, 17-20, 16-21, 15-22, 14-23, 13-24, 11-25, 10-26 REACTIONS.All bearings 19-0-0. (lb) - Max Horz 34=435(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31 except 34=-198(LC 8), 33=-302(LC 10) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32 except 34=455(LC 7), 33=254(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-34=-341/154, 2-3=-461/286, 3-4=-339/216, 4-5=-325/206, 5-6=-290/184, 6-8=-270/169, 8-9=-254/165 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-4-0, Exterior(2N) 4-4-0 to 6-8-3, Corner(3R) 6-8-3 to 13-8-0, Corner(3E) 13-8-0 to 18-10-4 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31 except (jt=lb) 34=198, 33=302. 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. May 28,2020 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 B20001501 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456827 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fzvvKDzSwVTu1BE?ksmQMkTdvhrHtmoz3sSg4IzBwaR Scale = 1:35.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-6-9 14-6-9 -1-2-8 1-2-8 14-6-9 14-6-9 0-4-145-10-54.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 65 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 14-6-9. (lb) - Max Horz 2=249(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20 except 21=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-10-9, Exterior(2N) 3-10-9 to 9-1-3, Corner(3E) 9-1-3 to 14-4-13 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) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21. 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. May 28,2020 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 B20001501 Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456828 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-bL1flv_jS7jbGVONrHouS9Y?1VXgLfbFX9xn9BzBwaP Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x6 3x6 4x6 3x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 1-1-510-2-141-1-510.00 12 Plate Offsets (X,Y)-- [34:0-2-8,0-1-8] 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-R 0.25 0.11 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 148 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* 11-30,10-31,12-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 12-29 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 39=293(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 39=-169(LC 6), 22=-129(LC 7), 38=-177(LC 10), 23=-164(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 31, 32, 33, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except 39=259(LC 18), 30=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/250, 8-9=-147/308, 9-10=-183/377, 10-11=-197/399, 11-12=-197/399, 12-13=-183/377, 13-14=-147/308, 14-15=-115/250 WEBS 11-30=-422/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-3-8, Exterior(2N) 4-3-8 to 5-7-8, Corner(3R) 5-7-8 to 16-3-8, Exterior(2N) 16-3-8 to 17-7-8, Corner(3E) 17-7-8 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 35, 36, 37, 29, 28, 27, 26, 25, 24 except (jt=lb) 39=169, 22=129, 38=177, 23=164. 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. May 28,2020 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 B20001501 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456829 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4Yb2yF?LDQrSufzaP_J7_N57vvrw48rPmpgKhdzBwaO Scale = 1:22.6 1 2 3 4 5 98 7 6 3x4 3x8 3x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-4-0 3-4-0 1-1-53-10-1010.00 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 0.43 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 2 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 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 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-4-0. (lb) - Max Horz 9=151(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-112(LC 6), 8=-201(LC 7) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8 except 9=285(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 9=112, 8=201. 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. May 28,2020 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 B20001501 Truss M01 Truss Type Monopitch Qty 13 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456830 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4Yb2yF?LDQrSufzaP_J7_N57Avrv48nPmpgKhdzBwaO Scale = 1:22.6 1 2 3 5 4 3x4 3x4 3x6 2x4 -1-2-8 1-2-8 3-4-0 3-4-0 1-1-53-10-103-7-20-3-83-10-1010.00 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 0.42 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 4-5 4-5 4 4-5 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=127(LC 10) Max Uplift 4=-92(LC 10) Max Grav 5=221(LC 1), 4=129(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2020 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 B20001501 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456831 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Yk9QAb0z_k_JWpYmziqMXaeJVIBMpb1Y_TQtD4zBwaN Scale = 1:22.4 1 2 3 5 4 3x4 3x4 3x6 2x4 3-5-0 3-5-0 -1-2-8 1-2-8 3-5-0 3-5-0 1-0-33-10-63-6-140-3-83-10-610.00 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 0.38 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 4-5 4-5 4 4-5 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=132(LC 10) Max Uplift 4=-90(LC 10) Max Grav 5=224(LC 1), 4=131(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2020 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 B20001501 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456832 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0wioNx1bl26A7z6yXPLb3nAYmiYXY2GiD79RlWzBwaM Scale = 1:22.4 1 2 3 4 56 2x4 2x4 3x6 4x6 3-5-0 3-5-0 -1-2-8 1-2-8 3-5-0 3-5-0 1-0-33-10-610.00 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 0.09 0.10 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 2-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-1-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=147(LC 8) Max Uplift 5=-109(LC 8), 2=-60(LC 8) Max Grav 5=225(LC 31), 2=470(LC 31) 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. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=109. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 98 lb up at 0-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-306(F) May 28,2020 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 B20001501 Truss PB01 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456833 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-U7GAbH1DWLE1l6h946sqc?jhn6t0HSzrSnv_IyzBwaL Scale = 1:61.3 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-7-7 22-7-7 11-3-12 11-3-12 22-7-7 11-3-12 0-4-139-3-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-1,0-1-8] 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 0.20 0.15 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-4-5. (lb) - Max Horz 2=-235(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 13=-194(LC 10), 15=-162(LC 10), 11=-193(LC 11), 10=-162(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=376(LC 20), 13=499(LC 17), 15=383(LC 17), 11=498(LC 18), 10=382(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/177 WEBS 4-13=-300/244, 6-11=-300/243 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) 0-3-3 to 5-6-13, Interior(1) 5-6-13 to 6-0-2, Exterior(2R) 6-0-2 to 16-7-5, Interior(1) 16-7-5 to 17-0-11, Exterior(2E) 17-0-11 to 22-4-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=194, 15=162, 11=193, 10=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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2020 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 B20001501 Truss PB02 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456834 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yJqYod2rGfMuNGGLeqO39CGsTWD60vr_gReXqPzBwaK Scale = 1:52.2 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-2-10 20-2-10 10-1-5 10-1-5 20-2-10 10-1-5 0-4-138-3-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-1,0-1-8] 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 0.21 0.16 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.01 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 67 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 18-11-8. (lb) - Max Horz 2=210(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-197(LC 10), 15=-146(LC 10), 11=-196(LC 11), 10=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=368(LC 20), 14=477(LC 17), 15=329(LC 17), 11=477(LC 18), 10=328(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/167 WEBS 4-14=-303/246, 6-11=-303/245 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) 0-3-3 to 5-6-13, Exterior(2R) 5-6-13 to 14-7-14, Exterior(2E) 14-7-14 to 19-11-7 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) 2, 8 except (jt=lb) 14=197, 15=146, 11=196, 10=145. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2020 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 B20001501 Truss PB03 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456835 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uhyJDI46oGcccaQjmFQXEdLBfJtdUmLH8l7evHzBwaI Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 27-5-1 27-5-1 13-8-8 13-8-8 27-5-1 13-8-8 0-4-1311-3-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [10:0-2-1,0-1-8] 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 0.29 0.22 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.01 -0.01 (loc) 11 11 10 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 26-1-15. (lb) - Max Horz 2=-286(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 16=-170(LC 10), 17=-235(LC 10), 13=-170(LC 11), 12=-235(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10 except 2=289(LC 18), 14=433(LC 20), 16=452(LC 17), 17=579(LC 17), 13=451(LC 18), 12=579(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/221 WEBS 5-16=-269/220, 3-17=-348/277, 7-13=-268/220, 9-12=-348/277 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) 0-3-3 to 5-8-8, Interior(1) 5-8-8 to 8-4-15, Exterior(2R) 8-4-15 to 19-0-2, Interior(1) 19-0-2 to 21-8-8, Exterior(2E) 21-8-8 to 27-1-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 16=170, 17=235, 13=170, 12=235. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2020 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 B20001501 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456836 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-MuWhQe5kZakTEk?wJyxmmruOqjGjDHNRNPtCRjzBwaH Scale = 1:34.5 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-4 7-0-40-4-135-8-110-1-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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 0.07 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-11. (lb) - Max Horz 2=218(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 10=-108(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/160 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 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 10=108. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2020 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 B20001501 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456837 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JGeRrK6_5B_BT19IRNzErGzgiXxCgAhkqjMIVczBwaF Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-6-12 15-6-12 11-3-12 11-3-12 15-6-12 4-3-0 0-4-139-3-100-1-85-9-20-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] 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 0.37 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 -0.00 -0.00 (loc) 1 1 14 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-17 REACTIONS.All bearings 14-11-3. (lb) - Max Horz 2=308(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 18, 19, 20, 21, 22, 23, 24, 16, 15 except 2=-125(LC 6), 17=-120(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 2, 17, 18, 19, 20, 21, 22, 23, 24, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/255, 3-4=-289/227, 4-5=-258/206 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) 0-3-3 to 5-6-13, Interior(1) 5-6-13 to 5-11-12, Exterior(2R) 5-11-12 to 11-3-12, Exterior(2E) 11-3-12 to 15-5-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 18, 19, 20, 21, 22, 23, 24, 16, 15 except (jt=lb) 2=125, 17=120. 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. May 28,2020 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 B20001501 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456838 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-jrJaUM8sO6MlKVtt6VXxTubGok_qtWCAWhaz6xzBwaC Scale = 1:54.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 4x6 3x4 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 3x4 20-2-10 20-2-10 10-1-5 10-1-5 20-2-10 10-1-5 0-4-138-3-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [16:0-2-1,0-1-8], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.23 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: 104 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 18-11-8. (lb) - Max Horz 2=-210(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 25, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 24, 25, 27, 28, 29, 30, 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) 0-3-3 to 5-6-13, Exterior(2R) 5-6-13 to 14-7-14, Exterior(2E) 14-7-14 to 19-11-7 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) 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, 26, 25, 27, 28, 29, 30, 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. May 28,2020 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 B20001501 Truss PBE04 Truss Type GABLE Qty 2 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456839 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fERKu1A7wkcTZp1GEwZPYJgbwYexLRCT_?33BpzBwaA Scale = 1:77.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 27-5-1 27-5-1 13-8-8 13-8-8 27-5-1 13-8-8 0-4-1311-3-100-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [22:0-2-1,0-1-8], [35:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 22 23 22 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-32,11-33,10-34,13-31,14-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32, 11-33, 10-34, 13-31, 14-30 REACTIONS.All bearings 26-1-15. (lb) - Max Horz 2=-286(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 33, 34, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 22 except 41=-111(LC 10), 24=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 33, 34, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24, 22 except 32=254(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/234, 21-22=-262/144 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) 0-3-3 to 5-8-8, Interior(1) 5-8-8 to 8-4-8, Exterior(2R) 8-4-8 to 19-0-8, Interior(1) 19-0-8 to 21-8-8, Exterior(2E) 21-8-8 to 27-1-14 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, 32, 33, 34, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 22 except (jt=lb) 41=111, 24=110. 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. May 28,2020 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 B20001501 Truss T01 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456840 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4p6TX3C?Df?2RGmrv366AyIxHlVGYhcvgzIkn8zBwa7 Scale = 1:87.9 1 2 3 4 5 6 789 10 11 12 13 14 15 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4x6 6x6 4x6 6x6 4x6 8x10 4x6 3x8 MT18HS 4x6 2x4 3x8 4x6 3x6 4x6 3x8 4x6 2x4 8x10 4x6 3x8 MT18HS 6-8-5 6-8-5 13-2-3 6-5-13 23-3-8 10-1-5 33-4-13 10-1-5 39-10-11 6-5-13 46-7-0 6-8-5 -1-2-8 1-2-8 6-8-5 6-8-5 13-2-3 6-5-13 19-11-1 6-8-14 26-7-15 6-8-14 33-4-13 6-8-14 39-10-11 6-5-13 46-7-0 6-8-5 47-9-8 1-2-8 1-0-312-0-01-0-312-0-010.00 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-MS 0.78 0.79 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.52 0.15 0.08 (loc) 19-21 19-21 14 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-17,12-16: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except 2-0-0 oc purlins (4-10-3 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-21, 9-17, 12-17 REACTIONS. (size) 2=0-3-8, 14=0-3-8 Max Horz 2=-308(LC 8) Max Uplift 2=-166(LC 10), 14=-166(LC 11) Max Grav 2=2214(LC 2), 14=2214(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2789/372, 4-6=-2418/446, 6-7=-1808/419, 7-9=-2208/444, 9-10=-1808/419, 10-12=-2418/446, 12-14=-2789/372 BOT CHORD 2-22=-296/2051, 21-22=-296/2051, 19-21=-255/2138, 17-19=-207/2138, 16-17=-129/2021, 14-16=-129/2021 WEBS 4-22=0/260, 4-21=-447/276, 6-21=-106/1160, 7-21=-741/260, 7-19=-19/316, 9-19=-19/316, 9-17=-741/260, 10-17=-106/1160, 12-17=-448/277, 12-16=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-8-4, Exterior(2R) 5-8-4 to 20-8-2, Interior(1) 20-8-2 to 25-10-14, Exterior(2R) 25-10-14 to 40-10-12, Interior(1) 40-10-12 to 42-5-14, Exterior(2E) 42-5-14 to 47-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=166, 14=166. 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. May 28,2020 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 B20001501 Truss T02 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456841 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UOob95FuVaNdIkVQaBgpoawU2zTfl1gLMxWOOTzBwa4 Scale = 1:101.3 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 36 37 38 39 40 41 42 43 44 4x6 6x8 4x6 6x8 4x6 4x8 3x4 3x4 6x16 3x4 4x6 3x8 MT18HS 5x12 5x6 6x10 4x8 2x4 3x6 4x6 5x12 3x6 4x6 2x4 5x12 4x6 1-0-0 1-0-0 2-2-0 1-2-0 6-9-0 4-7-0 13-2-3 6-5-3 16-5-0 3-2-13 24-10-15 8-5-15 33-4-13 8-5-15 39-10-11 6-5-13 46-7-0 6-8-5 -1-2-8 1-2-8 1-0-0 1-0-0 2-2-0 1-2-0 6-9-0 4-7-0 13-2-3 6-5-3 16-5-0 3-2-13 24-10-15 8-5-15 33-4-13 8-5-15 39-10-11 6-5-13 46-7-0 6-8-5 47-9-8 1-2-8 1-0-312-0-01-0-31-0-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-4], [7:0-5-4,0-3-0], [11:0-5-4,0-3-0], [15:0-5-0,Edge], [25:0-3-0,Edge], [27:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 1.00 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.25 0.11 (loc) 18-20 18-20 15 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-26: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 7-23,7-22,10-22,10-20,11-20,11-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-3-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except 2-0-0 oc purlins (4-9-8 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-10 oc bracing: 24-25 9-10-8 oc bracing: 23-24 1-4-12 oc bracing: 15-17. 1 Row at midpt 8-22 WEBS 1 Row at midpt 5-23, 10-22, 10-20, 11-20, 13-18 REACTIONS. (size) 2=0-3-8, 15=0-3-8 Max Horz 2=-308(LC 8) Max Uplift 2=-166(LC 10), 15=-166(LC 11) Max Grav 2=2080(LC 2), 15=2160(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1252/146, 3-4=-3640/390, 4-5=-3674/481, 5-7=-2498/449, 7-8=-2054/449, 8-10=-2051/450, 10-11=-2104/460, 11-13=-2330/448, 13-15=-2722/371 BOT CHORD 2-27=-288/1350, 24-25=-354/2342, 23-24=-352/2347, 22-23=-251/1831, 8-22=-376/188, 18-20=-80/1736, 17-18=-128/1967, 15-17=-128/1967 WEBS 3-27=-1287/253, 25-27=-365/1716, 3-25=-233/1654, 5-25=-265/924, 5-24=0/262, 5-23=-758/287, 7-23=-103/686, 7-22=-276/824, 20-22=-241/1876, 10-20=-589/335, 11-20=-241/713, 11-18=-95/658, 13-18=-465/273, 13-17=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-8-4, Exterior(2R) 5-8-4 to 20-8-2, Interior(1) 20-8-2 to 25-10-14, Exterior(2R) 25-10-14 to 40-10-12, Interior(1) 40-10-12 to 42-5-14, Exterior(2E) 42-5-14 to 47-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=166, 15=166. 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. May 28,2020 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 B20001501 Truss T03 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456842 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-QmwManG81BdLX1eoiciHt??pEmBJDuaepE?UTMzBwa2 Scale = 1:94.9 12 3 4 5 678910 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4x6 6x8 4x6 6x8 8x10 4x6 3x6 4x6 2x4 3x6 4x8 2x4 2x4 4x8 2x4 6x8 5x6 8x8 3x4 3x8 3x4 3x6 3x8 MT18HS 6-8-5 6-8-5 13-2-3 6-5-13 20-1-5 6-11-2 26-10-11 6-9-6 33-8-1 6-9-6 40-7-4 6-11-2 44-5-4 3-10-0 52-7-0 8-1-12 -1-2-8 1-2-8 6-8-5 6-8-5 13-2-3 6-5-13 20-1-5 6-11-2 26-10-11 6-9-6 33-8-1 6-9-6 40-7-4 6-11-2 46-5-14 5-10-10 52-7-0 6-1-2 53-9-8 1-2-8 1-0-312-0-02-0-312-0-010.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [11:0-5-12,0-3-0], [12:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.86 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.11 0.09 (loc) 20-22 20-22 15 20-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 332 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-21,21-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-25,4-24,12-17,12-16,12-15: 2x3 SPF No.2, 13-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-10 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-24, 6-22, 7-22, 8-22, 8-19, 10-19, 11-19, 11-17, 12-16, 12-15 REACTIONS. (size) 2=0-3-8, 16=0-3-8, 15=0-10-0 Max Horz 2=340(LC 9) Max Uplift 2=-171(LC 10), 16=-178(LC 6), 15=-130(LC 6) Max Grav 2=2163(LC 2), 16=2136(LC 2), 15=683(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2724/336, 4-6=-2330/414, 6-7=-2070/416, 7-8=-2070/416, 8-10=-1614/380, 10-11=-1614/380, 11-12=-1159/329, 12-13=-233/253, 13-15=-328/249 BOT CHORD 2-25=-381/1993, 24-25=-381/1993, 22-24=-321/1733, 20-22=-358/2034, 19-20=-358/2034, 17-19=-125/798, 16-17=-296/105, 15-16=-24/331 WEBS 4-25=0/294, 4-24=-475/271, 6-24=-100/627, 6-22=-273/736, 7-22=-436/211, 8-20=0/390, 8-19=-846/153, 10-19=-444/212, 11-19=-304/1626, 11-17=-992/236, 12-17=-208/1594, 12-16=-1935/220, 12-15=-399/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-8-4, Exterior(2R) 5-8-4 to 20-8-2, Interior(1) 20-8-2 to 33-1-4, Exterior(2R) 33-1-4 to 48-1-3, Interior(1) 48-1-3 to 48-5-14, Exterior(2E) 48-5-14 to 53-9-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=171, 16=178, 15=130. 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. May 28,2020 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 B20001501 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456843 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JY9tQ8Jf5Q7m0fyZxSnD2rAWxNbQ9i2Ekszic7zBwa_ Scale = 1:84.4 1 234567 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 6x8 5x8 3x6 5x8 5x6 3x6 4x8 5x12 2x4 3x8 2x4 2x4 4x8 4x6 6x8 2x4 3x8 3x6 3x6 1-2-3 1-2-3 8-1-5 6-11-2 14-10-11 6-9-6 21-8-1 6-9-6 28-7-4 6-11-2 32-5-4 3-10-0 40-7-0 8-1-12 1-2-3 1-2-3 8-1-5 6-11-2 14-10-11 6-9-6 21-8-1 6-9-6 28-7-4 6-11-2 34-5-14 5-10-10 40-7-0 6-1-2 41-9-8 1-2-8 11-0-312-0-02-0-312-0-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [2:0-6-4,0-2-0], [7:0-6-4,0-2-0] 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 0.59 0.66 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.29 0.03 0.11 (loc) 11-12 11-12 11 11-12 l/defl >542 >339 n/a >892 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 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* 8-13,8-12,8-11: 2x3 SPF No.2, 1-20: 2x4 SPF 2100F 1.8E 9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-14 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 2-19, 2-18, 3-18, 4-18, 4-15, 6-15, 7-15, 7-13, 8-12, 1-20, 8-11 REACTIONS. (size) 20=Mechanical, 12=0-3-8, 11=0-10-0 Max Horz 20=-460(LC 6) Max Uplift 20=-288(LC 6), 12=-189(LC 6), 11=-98(LC 11) Max Grav 20=1562(LC 2), 12=1641(LC 2), 11=610(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/327, 2-3=-842/262, 3-4=-841/262, 4-6=-1040/304, 6-7=-1041/304, 7-8=-841/279, 8-9=-254/257, 1-20=-1599/308, 9-11=-345/252 BOT CHORD 19-20=-262/369, 18-19=-233/339, 17-18=-282/1158, 15-17=-282/1158, 13-15=-109/594, 11-12=-24/277 WEBS 2-19=-1226/518, 2-18=-318/1361, 3-18=-449/208, 4-18=-570/171, 4-17=0/384, 6-15=-447/214, 7-15=-246/972, 7-13=-640/200, 8-13=-161/1118, 8-12=-1421/176, 1-19=-314/1460, 8-11=-290/21 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 1-2-3, Exterior(2R) 1-2-3 to 8-8-2, Interior(1) 8-8-2 to 21-1-4, Exterior(2R) 21-1-4 to 36-1-3, Interior(1) 36-1-3 to 36-5-14, Exterior(2E) 36-5-14 to 41-9-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 20=288, 12=189. 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. May 28,2020 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 B20001501 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456844 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-j7r?2AMXOLVLt6h8caKwfUo0obYFM0ogQqCMCSzBwZx Scale = 1:108.1 12 3 4 5678910 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 3x8 MT18HS 5x12 10x10 12x12 4x6 6x10 3x8 MT18HS 3x4 3x4 3x6 5x8 4x8 4x8 12x12 8x8 3x8 2x4 2x4 4x8 2x4 6x10 8x8 10x10 3x6 6x6 3x4 3x6 7-1-6 7-1-6 14-1-13 7-0-6 17-1-8 2-11-11 19-6-3 2-4-11 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 50-9-4 3-10-0 58-11-0 8-1-12 7-1-6 7-1-6 14-1-13 7-0-6 17-1-8 2-11-11 19-6-3 2-4-11 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 52-9-14 5-10-10 58-11-0 6-1-2 60-1-8 1-2-8 5-4-610-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [5:0-9-8,0-3-4], [10:0-8-0,0-3-0], [16:0-3-8,Edge], [22:0-3-8,Edge], [24:0-5-4,Edge], [25:0-2-8,0-2-0], [27:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.97 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.67 0.20 0.25 (loc) 24-25 24-25 15 24 l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 397 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-26: 2x4 SPF 2100F 1.8E, 14-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-28,12-14: 2x4 SPF-S Stud 2-27,3-25,3-24,22-24,11-16,11-14: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 1-3, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24,15-16,14-15. WEBS 1 Row at midpt 1-28, 3-24, 5-22, 6-21, 9-18, 10-18, 11-15 2 Rows at 1/3 pts 7-18, 10-16 REACTIONS. (size) 28=0-5-8, 15=0-3-8, 14=0-10-0 Max Horz 28=-372(LC 6) Max Uplift 28=-270(LC 6), 15=-320(LC 6), 14=-411(LC 23) Max Grav 28=2138(LC 2), 15=3443(LC 2), 14=103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2032/302, 1-2=-2653/369, 2-3=-4286/564, 3-4=-4155/603, 4-5=-3972/688, 5-6=-2313/481, 6-7=-2312/482, 7-9=-1375/382, 9-10=-1376/382, 10-11=-613/271, 12-14=-275/239 BOT CHORD 27-28=-268/333, 25-27=-337/2653, 24-25=-482/4304, 21-22=-304/2231, 19-21=-317/2036, 18-19=-317/2036, 16-18=-64/362, 15-16=-1493/247, 14-15=-523/123 WEBS 1-27=-395/3239, 2-27=-1614/327, 2-25=-239/2011, 3-25=-959/209, 3-24=-2274/323, 22-24=-380/2803, 5-24=-399/3684, 5-22=-1521/310, 5-21=-166/328, 6-21=-418/202, 7-21=-78/557, 7-19=0/391, 7-18=-1320/173, 9-18=-441/211, 10-18=-324/2101, 10-16=-1797/304, 11-16=-298/2674, 11-15=-3290/396, 11-14=-169/820 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 6-0-7, Interior(1) 6-0-7 to 14-1-13, Exterior(2R) 14-1-13 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-10-13, Interior(1) 52-10-13 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 28=270, 15=320, 14=411. 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.May 28,2020 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 B20001501 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456845 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:45:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cu4WuXP2RZ0nLj_wrQPsqKzlkCwaIqlGLSAaLDzBwZt Scale = 1:110.2 12 3 4 5 678910 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 3x8 MT18HS 5x12 4x6 12x18 MT18HS 4x6 6x10 3x16 MT18HS 3x4 3x4 3x6 8x10 2x4 10x10 12x12 6x8 3x8 2x4 2x4 4x8 2x4 6x10 8x8 10x10 3x6 6x6 3x4 3x6 8-2-10 8-2-10 17-1-8 8-10-14 19-6-3 2-4-11 26-4-7 6-10-4 33-2-11 6-10-4 40-0-15 6-10-4 46-11-4 6-10-4 50-9-4 3-10-0 58-11-0 8-1-12 8-2-10 8-2-10 16-1-13 7-11-2 17-1-8 0-11-11 19-6-3 2-4-11 26-4-7 6-10-4 33-2-11 6-10-4 40-0-15 6-10-4 46-11-4 6-10-4 52-9-14 5-10-10 58-11-0 6-1-2 60-1-8 1-2-8 7-0-610-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [6:1-3-0,0-3-0], [11:0-8-0,0-3-0], [17:0-3-8,Edge], [23:0-3-8,0-3-0], [25:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.95 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.78 0.20 0.22 (loc) 25-27 25-27 16 25 l/defl >999 >774 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 399 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-28,25-26: 2x4 SPF 2100F 1.8E, 5-24: 2x3 SPF No.2 15-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-27,4-25,12-17,12-15: 2x3 SPF No.2, 12-16: 2x4 SPF 2100F 1.8E 13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 1-4, 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-28, 4-27, 4-25, 7-22, 10-19, 11-19, 12-16 2 Rows at 1/3 pts 6-23, 8-19, 11-17 REACTIONS. (size) 28=0-5-8, 16=0-3-8, 15=0-10-0 Max Horz 28=-392(LC 6) Max Uplift 28=-331(LC 6), 16=-358(LC 6), 15=-316(LC 25) Max Grav 28=2239(LC 2), 16=3364(LC 2), 15=94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2089/364, 1-2=-2354/344, 2-4=-2354/346, 4-5=-4314/623, 5-6=-4192/669, 6-7=-2380/478, 7-8=-2379/478, 8-10=-1427/387, 10-11=-1427/387, 11-12=-669/285, 13-15=-280/241 BOT CHORD 27-28=-259/339, 25-27=-433/3560, 22-23=-306/2299, 20-22=-321/2101, 19-20=-321/2101, 17-19=-70/407, 16-17=-1396/222, 15-16=-446/106 WEBS 1-27=-440/3028, 2-27=-607/278, 4-27=-1583/203, 4-25=-1963/359, 23-25=-372/3020, 6-25=-394/3967, 6-23=-1628/302, 6-22=-137/341, 7-22=-417/202, 8-22=-64/555, 8-20=0/398, 8-19=-1335/173, 10-19=-439/210, 11-19=-322/2102, 11-17=-1754/296, 12-17=-290/2617, 12-16=-3211/369, 12-15=-146/714 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 6-0-7, Interior(1) 6-0-7 to 16-1-13, Exterior(2R) 16-1-13 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-10-13, Interior(1) 52-10-13 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 28=331, 16=358, 15=316. 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. May 28,2020 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 B20001501 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456846 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0TmfWZRwkUOLCBjUWYyZSya86PzDVB2i1QPExYzBwZq Scale = 1:110.2 1234 5678910 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 38 3x8 MT18HS 6x8 4x6 10x16 4x6 6x10 3x8 MT18HS 3x8 6x8 4x6 12x12 2x4 8x10 3x8 2x4 2x4 4x8 2x4 8x8 8x8 10x10 3x6 6x6 3x4 6x8 3x6 9-2-10 9-2-10 17-1-8 7-10-14 18-1-13 1-0-5 19-6-3 1-4-6 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 50-9-4 3-10-0 58-11-0 8-1-12 9-2-10 9-2-10 17-1-8 7-10-14 18-1-13 1-0-5 19-6-3 1-4-6 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 52-9-14 5-10-10 58-11-0 6-1-2 60-1-8 1-2-8 8-8-610-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [4:0-4-0,0-5-0], [5:1-0-4,0-4-0], [10:0-6-12,0-2-12], [16:0-3-8,Edge], [25:Edge,0-5-12], [27:0-2-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.82 0.23 0.26 (loc) 25-27 25-27 15 24 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 409 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-24,14-17: 2x4 SP 2400F 2.0E, 17-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-27,11-16,11-14: 2x3 SPF No.2 4-23,5-22,6-21,7-19,9-18,10-16,5-25: 2x4 SPF 2100F 1.8E 12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-5 max.): 1-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 1-28, 1-27, 2-27, 4-23, 5-22, 6-21, 9-18, 10-18, 10-16, 11-15 2 Rows at 1/3 pts 7-18 REACTIONS. (size) 28=0-5-8, 15=0-3-8, 14=0-10-0 Max Horz 28=-418(LC 6) Max Uplift 28=-378(LC 6), 15=-418(LC 6), 14=-375(LC 25) Max Grav 28=2292(LC 2), 15=3444(LC 2), 14=108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2116/415, 1-2=-2130/328, 2-4=-3075/442, 4-5=-3967/612, 5-6=-2385/457, 6-7=-2385/457, 7-9=-1420/379, 9-10=-1421/378, 10-11=-640/280, 12-14=-277/241 BOT CHORD 27-28=-248/352, 25-27=-257/2130, 21-22=-290/2339, 19-21=-308/2098, 18-19=-308/2098, 16-18=-58/383, 15-16=-1471/235, 14-15=-499/107 WEBS 1-27=-479/2868, 2-27=-1469/463, 2-25=-215/1292, 4-25=-2670/479, 22-25=-478/3830, 5-22=-2642/430, 5-21=-101/300, 6-21=-408/201, 7-21=-52/577, 7-19=0/392, 7-18=-1352/169, 9-18=-440/212, 10-18=-320/2132, 10-16=-1800/304, 11-16=-297/2685, 11-15=-3295/408, 11-14=-153/786, 5-25=-503/4887 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 6-0-7, Interior(1) 6-0-7 to 18-1-13, Exterior(2R) 18-1-13 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-10-13, Interior(1) 52-10-13 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 28=378, 15=418, 14=375. 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.May 28,2020 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 B20001501 Truss T08 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456847 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vE?9MwURojunho0GlO1Vcolws1NLR0iIy2NR4JzBwZm Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 3x6 10x10 8x8 4x6 6x8 4x6 4x6 3x6 3x4 3x8 MT18HS 3x6 3x6 2x4 3x6 5x8 6x8 4x6 2x4 3x8 3x6 4x6 2x4 5x12 4x6 3x6 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 17-5-12 0-1-12 25-10-4 8-4-8 33-4-12 7-6-8 40-11-4 7-6-8 47-5-0 6-5-12 52-11-0 5-6-0 -1-2-8 1-2-8 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 18-3-12 0-11-12 25-10-4 7-6-8 33-4-12 7-6-8 40-11-4 7-6-8 47-5-0 6-5-12 52-11-0 5-6-0 54-1-8 1-2-8 0-4-145-10-59-0-011-0-01-0-32-0-011-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-3-0], [11:0-5-4,0-3-0], [24:0-2-0,0-2-0], [25:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.68 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.06 0.08 (loc) 20-22 18-20 15 27-30 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-22,8-22,8-20,10-20,11-20,11-18: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25 3-7-9 oc bracing: 23-24. 1 Row at midpt 6-24 WEBS 1 Row at midpt 3-25, 22-24, 7-24, 7-22, 8-22, 10-20, 13-18 REACTIONS. (size) 2=0-10-0, 23=0-3-8, 15=0-3-8 Max Horz 2=285(LC 9) Max Uplift 2=-167(LC 6), 23=-225(LC 7), 15=-185(LC 11) Max Grav 2=679(LC 25), 23=2518(LC 2), 15=1593(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1010/235, 5-6=-18/493, 6-7=-25/287, 7-8=-888/375, 8-10=-1295/430, 10-11=-1295/430, 11-13=-1615/429, 13-15=-1938/372 BOT CHORD 2-27=-164/911, 25-27=-164/911, 23-24=-2400/359, 6-24=-411/102, 20-22=-140/915, 18-20=-31/1184, 17-18=-122/1388, 15-17=-122/1388 WEBS 3-27=0/317, 3-25=-955/252, 5-25=-22/553, 5-24=-564/191, 7-24=-1502/223, 7-22=-246/1642, 8-22=-989/281, 8-20=-82/692, 10-20=-474/229, 11-18=-63/551, 13-18=-391/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 14-6-9, Exterior(2R) 14-6-9 to 23-7-6, Interior(1) 23-7-6 to 35-7-10, Exterior(2R) 35-7-10 to 46-2-13, Interior(1) 46-2-13 to 48-9-14, Exterior(2E) 48-9-14 to 54-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 23=225, 15=185. 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. May 28,2020 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 B20001501 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456848 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rd7wncWhKK8Vw6Aetp3zhDqE1q3hvvOaQMsY9CzBwZk Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 3x6 10x10 8x8 4x6 6x8 4x6 4x6 3x6 3x4 3x8 MT18HS 3x6 3x6 2x4 3x6 5x8 6x8 4x6 2x4 3x8 3x6 4x6 2x4 5x12 4x6 3x6 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 17-5-12 0-1-12 25-10-4 8-4-8 33-3-14 7-5-10 40-11-4 7-7-6 47-5-0 6-5-12 52-11-0 5-6-0 -1-2-8 1-2-8 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 18-3-12 0-11-12 25-10-4 7-6-8 33-3-14 7-5-10 40-11-4 7-7-6 47-5-0 6-5-12 52-11-0 5-6-0 54-1-8 1-2-8 0-4-145-10-59-0-011-0-01-0-32-0-011-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-3-0], [11:0-5-4,0-3-0], [24:0-2-0,0-2-0], [25:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.69 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.05 0.08 (loc) 18-20 18-20 15 27-30 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23,15-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-22,8-22,8-20,10-20,11-20,11-18: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-7-10 oc bracing: 23-24. 1 Row at midpt 6-24 WEBS 1 Row at midpt 3-25, 22-24, 7-24, 7-22, 8-22, 10-20, 13-18 REACTIONS. (size) 2=0-10-0, 23=0-3-8, 15=0-3-8 Max Horz 2=285(LC 9) Max Uplift 2=-167(LC 6), 23=-225(LC 7), 15=-185(LC 11) Max Grav 2=686(LC 25), 23=2506(LC 2), 15=1597(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1029/235, 5-6=-18/472, 6-7=-43/269, 7-8=-897/375, 8-10=-1301/430, 10-11=-1301/430, 11-13=-1624/429, 13-15=-1938/372 BOT CHORD 2-27=-162/929, 25-27=-162/929, 23-24=-2386/359, 6-24=-407/102, 20-22=-140/924, 18-20=-31/1191, 17-18=-123/1392, 15-17=-123/1392 WEBS 3-27=0/317, 3-25=-954/252, 5-25=-22/553, 5-24=-571/190, 7-24=-1483/223, 7-22=-246/1630, 8-22=-985/280, 8-20=-83/689, 10-20=-474/229, 11-18=-62/559, 13-18=-388/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 14-6-9, Exterior(2R) 14-6-9 to 23-7-6, Interior(1) 23-7-6 to 35-7-10, Exterior(2R) 35-7-10 to 46-2-13, Interior(1) 46-2-13 to 48-9-14, Exterior(2E) 48-9-14 to 54-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 23=225, 15=185. 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. May 28,2020 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 B20001501 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456849 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FCp2PeYZcFW4oZvDYxdgJsSlF2556GP16J4CmWzBwZh Scale: 1/8"=1' 1 2 3 4 5 67 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 3x6 10x10 8x8 4x6 6x8 4x6 3x6 3x4 3x4 8x10 3x4 3x4 3x6 3x6 2x4 3x6 5x8 4x6 3x8 3x6 4x6 3x6 3x4 5x6 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 17-5-12 0-1-12 25-4-0 7-10-4 25-8-0 0-4-0 33-3-14 7-7-14 40-11-4 7-7-6 47-5-0 6-5-12 52-11-0 5-6-0 -1-2-8 1-2-8 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 18-3-12 0-11-12 25-8-0 7-4-4 33-3-14 7-7-14 40-11-4 7-7-6 47-5-0 6-5-12 52-11-0 5-6-0 0-4-145-10-59-0-012-1-22-1-53-1-212-1-24.50 12 10.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-3-12], [11:0-5-4,0-3-0], [13:0-2-12,0-2-0], [15:0-2-8,0-1-8], [20:0-4-8,Edge], [22:0-2-0,0-2-8], [23:0-2-8,0-1-8] 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 0.58 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.02 0.05 (loc) 20-21 20-21 14 2-25 l/defl >655 >327 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-20,10-20,10-18,11-18,11-16: 2x4 SPF No.2, 13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,18-19 5-8-5 oc bracing: 21-22. 1 Row at midpt 6-22, 8-20 WEBS 1 Row at midpt 3-23, 20-22, 7-22, 7-20, 10-20, 11-18, 12-16 REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-10-0, 14=Mechanical. (lb) - Max Horz 2=272(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-162(LC 6), 21=-177(LC 10), 20=-323(LC 6), 14=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=626(LC 25), 21=1108(LC 25), 20=1890(LC 2), 14=1077(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-845/173, 3-5=-104/253, 5-6=-62/612, 6-7=-36/568, 7-8=-34/456, 8-10=-34/459, 10-11=-384/278, 11-12=-875/313, 12-13=-1076/221, 13-14=-998/202 BOT CHORD 2-25=-143/736, 23-25=-143/736, 21-22=-965/226, 8-20=-483/222, 16-18=0/593, 15-16=-89/773 WEBS 3-25=0/319, 3-23=-914/243, 5-23=-22/547, 5-22=-556/179, 20-22=-446/194, 7-22=-441/77, 18-20=-13/421, 10-20=-1239/214, 10-18=-6/659, 11-18=-463/101, 11-16=-76/563, 12-16=-370/233, 13-15=-88/772 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 14-6-9, Exterior(2R) 14-6-9 to 23-7-6, Interior(1) 23-7-6 to 35-7-10, Exterior(2R) 35-7-10 to 46-2-13, Interior(1) 46-2-13 to 47-5-8, Exterior(2E) 47-5-8 to 52-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 2, 177 lb uplift at joint 21, 323 lb uplift at joint 20 and 134 lb uplift at joint 14. 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.May 28,2020 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 B20001501 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456850 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gnUB1gaSvAuef1eoD3ANxU4G_F7nJdfToHJtNrzBwZe Scale: 1/8"=1' 1 2 3 4 5 67 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 26 31 32 3x6 10x10 8x8 4x6 6x8 4x6 3x6 3x4 3x4 8x10 3x4 3x4 3x6 3x6 2x4 3x6 5x8 4x6 3x8 3x6 4x6 3x6 3x4 5x6 6-0-8 6-0-8 7-6-7 1-5-15 14-6-9 7-0-2 17-4-0 2-9-7 17-5-12 0-1-12 25-4-0 7-10-4 25-8-0 0-4-0 33-3-10 7-7-10 40-11-4 7-7-10 47-5-0 6-5-12 52-11-0 5-6-0 -1-2-8 1-2-8 7-6-7 7-6-7 14-6-9 7-0-2 17-4-0 2-9-7 18-3-12 0-11-12 25-8-0 7-4-4 33-3-10 7-7-10 40-11-4 7-7-10 47-5-0 6-5-12 52-11-0 5-6-0 0-4-145-10-59-0-012-1-22-1-53-1-212-1-24.50 12 10.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-3-12], [11:0-5-4,0-3-0], [13:0-2-12,0-2-0], [15:0-2-8,0-1-8], [20:0-4-8,Edge], [22:0-2-0,0-2-8], [23:0-2-8,0-1-8] 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 0.68 0.58 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.02 0.04 (loc) 20-21 20-21 14 23-25 l/defl >656 >328 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-20,10-20,10-18,11-18,11-16: 2x4 SPF No.2, 13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22,18-19. 1 Row at midpt 6-22, 8-20 WEBS 1 Row at midpt 20-22, 7-22, 7-20, 10-20, 11-18, 12-16 REACTIONS.All bearings 0-3-8 except (jt=length) 2=6-4-0, 14=Mechanical. (lb) - Max Horz 2=272(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 26 except 2=-144(LC 6), 21=-172(LC 10), 20=-324(LC 6), 14=-130(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=477(LC 23), 21=956(LC 25), 20=1869(LC 2), 14=1099(LC 26), 26=312(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-586/171, 5-6=-71/486, 6-7=-44/460, 7-8=-39/389, 8-10=-39/392, 10-11=-419/274, 11-12=-905/310, 12-13=-1101/219, 13-14=-1020/200 BOT CHORD 2-26=-141/493, 25-26=-141/493, 23-25=-141/493, 21-22=-819/222, 8-20=-481/221, 16-18=0/615, 15-16=-87/792 WEBS 3-23=-566/230, 5-23=-20/454, 5-22=-513/175, 20-22=-369/202, 7-22=-372/83, 18-20=-10/456, 10-20=-1198/217, 10-18=-9/629, 11-18=-435/104, 11-16=-76/560, 12-16=-364/234, 13-15=-86/792 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 14-6-9, Exterior(2R) 14-6-9 to 23-7-6, Interior(1) 23-7-6 to 35-7-10, Exterior(2R) 35-7-10 to 46-2-13, Interior(1) 46-2-13 to 47-5-8, Exterior(2E) 47-5-8 to 52-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26 except (jt=lb) 2=144, 21=172, 20=324, 14=130. 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. May 28,2020 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 B20001501 Truss T12 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456851 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-c9cxSLciRo9MuLnBKUCr0vAiA3q3nYwmFbozRkzBwZc Scale = 1:85.2 1 2 3 4 56789 10 11 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 6x8 4x6 6x8 4x8 4x6 3x6 3x4 3x4 3x6 8x8 2x4 3x6 8x16 4x6 3x8 3x6 4x6 3x6 3x4 5x6 6-1-2 6-1-2 11-11-12 5-10-10 19-0-0 7-0-4 19-4-0 0-4-0 26-11-10 7-7-10 34-7-4 7-7-10 41-1-0 6-5-12 46-7-0 5-6-0 -1-2-8 1-2-8 6-1-2 6-1-2 11-11-12 5-10-10 19-4-0 7-4-4 26-11-10 7-7-10 34-7-4 7-7-10 41-1-0 6-5-12 46-7-0 5-6-0 1-0-311-0-012-1-22-1-51-1-212-1-210.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-4-8], [5:0-5-4,0-3-0], [9:0-5-4,0-3-0], [11:0-2-12,0-2-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.53 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.03 0.02 (loc) 14-16 18-19 12 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-21,4-19,16-18,10-14,10-13,11-13: 2x3 SPF No.2 11-12: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 5-18, 8-18, 9-16, 10-14 REACTIONS. (size) 2=0-3-8, 18=0-3-8, 12=Mechanical Max Horz 2=274(LC 7) Max Uplift 2=-114(LC 10), 18=-260(LC 7), 12=-134(LC 11) Max Grav 2=814(LC 17), 18=2306(LC 2), 12=1127(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-771/136, 4-5=-438/196, 5-6=-2/289, 6-8=-1/291, 8-9=-463/242, 9-10=-937/264, 10-11=-1129/172, 11-12=-1048/159 BOT CHORD 2-21=-163/702, 19-21=-162/705, 18-19=-93/369, 6-18=-485/227, 14-16=0/639, 13-14=-62/813 WEBS 4-19=-480/252, 5-19=-79/637, 5-18=-848/117, 16-18=-54/489, 8-18=-1131/156, 8-16=0/592, 9-16=-392/69, 9-14=-79/556, 10-14=-360/235, 11-13=-62/812 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-5-13, Exterior(2R) 4-5-13 to 19-5-12, Interior(1) 19-5-12 to 26-11-10, Exterior(2R) 26-11-10 to 41-1-0, Exterior(2E) 41-1-0 to 46-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=114, 18=260, 12=134. 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. May 28,2020 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 B20001501 Truss T13 Truss Type COMMON Qty 6 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456852 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UwsSIjfDV0foNy5yZKHnAlKIWg8?jL2LADmBaVzBwZY Scale = 1:60.0 1 2 3 4 5 6 7 8 9 13 12 11 1014 15 16 17 3x6 4x6 3x6 3x6 3x8 3x4 3x4 3x6 6x8 6x8 3x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-6-0 5-6-0 10-11-8 5-5-8 16-5-0 5-5-8 21-11-0 5-6-0 23-1-8 1-2-8 1-1-510-2-141-1-510.00 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 0.68 0.72 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.64 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >695 >407 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 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* 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. REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=293(LC 9) Max Uplift 13=-118(LC 10), 10=-118(LC 11) Max Grav 13=1059(LC 17), 10=1059(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-513/153, 3-5=-887/226, 5-7=-887/226, 7-8=-505/155, 2-13=-505/179, 8-10=-500/180 BOT CHORD 11-13=-135/877, 10-11=-25/752 WEBS 5-11=-131/720, 7-11=-257/261, 3-11=-258/261, 3-13=-661/82, 7-10=-667/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-4-11, Exterior(2R) 5-4-11 to 16-6-5, Interior(1) 16-6-5 to 17-9-14, Exterior(2E) 17-9-14 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=118, 10=118. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 28,2020 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 B20001501 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456853 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Ni5z74ijZF9ErZOjoAMkLbVzqHSuf9Ax5rkOjGzBwZU Scale = 1:110.2 12 3 4 5678910 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 3x8 MT18HS 6x8 4x6 10x10 8x8 4x6 6x10 3x16 MT18HS 3x8 6x16 2x4 8x16 2x4 6x16 2x4 2x4 4x8 2x4 6x10 6x10 10x10 3x4 3x8 3x4 3x6 2x4 8-5-2 8-5-2 16-9-5 8-4-2 17-1-8 0-4-3 19-6-3 2-4-11 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 50-9-4 3-10-0 58-11-0 8-1-12 8-5-2 8-5-2 16-9-5 8-4-2 17-1-8 0-4-3 19-6-3 2-4-11 26-5-5 6-11-2 33-2-11 6-9-6 40-0-1 6-9-6 46-11-4 6-11-2 52-9-14 5-10-10 58-11-0 6-1-2 60-1-8 1-2-8 7-6-1110-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-3-12], [10:0-7-12,0-3-0], [16:0-3-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.92 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.59 0.16 0.20 (loc) 23 23 15 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 401 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-23,14-17: 2x4 SP 2400F 2.0E, 17-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-27,11-16,11-14,4-25: 2x3 SPF No.2, 4-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 1-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 1-28, 4-27, 4-24, 5-21, 6-21, 9-18, 10-18, 10-16, 11-15 2 Rows at 1/3 pts 7-18 JOINTS 1 Brace at Jt(s): 1, 24 REACTIONS. (size) 28=0-5-8, 15=0-3-8, 14=0-10-0 Max Horz 28=-401(LC 6) Max Uplift 28=-335(LC 6), 15=-319(LC 6), 14=-126(LC 11) Max Grav 28=2313(LC 2), 15=3022(LC 2), 14=302(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2149/372, 1-2=-2305/325, 2-4=-2305/326, 4-5=-3784/527, 5-6=-2498/463, 6-7=-2505/467, 7-9=-1604/396, 9-10=-1605/396, 10-11=-887/310, 12-14=-296/244 BOT CHORD 27-28=-255/344, 25-27=-384/3583, 24-25=-386/3579, 19-21=-325/2242, 18-19=-325/2242, 16-18=-95/586, 15-16=-1022/171 WEBS 1-27=-438/3027, 2-27=-614/288, 4-27=-1690/181, 4-24=-1932/268, 5-24=-177/2882, 5-21=-816/26, 6-21=-427/204, 7-21=-46/518, 7-19=0/398, 7-18=-1273/150, 9-18=-440/211, 10-18=-301/2050, 10-16=-1549/259, 11-16=-237/2352, 11-15=-2860/310, 11-14=-100/350, 21-24=-361/3016, 4-25=0/319 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 6-0-7, Interior(1) 6-0-7 to 16-9-5, Exterior(2R) 16-9-5 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-10-13, Interior(1) 52-10-13 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 28=335, 15=319, 14=126. 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.May 28,2020 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 B20001501 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456854 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nHn5m6kcrAXoi17IUIvRyE7TyUTTsUONnpy3KbzBwZR Scale = 1:108.1 12 3 4 5678 910 11 12 13 14 15 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1918 17 16 34 35 36 37 38 3x8 MT18HS 5x12 10x10 12x12 4x6 6x10 4x6 3x6 3x4 3x4 3x4 5x6 3x6 3x6 5x8 4x6 4x6 12x12 6x10 5x12 4x6 5x12 2x4 6x10 8x8 10x10 5x8 4x6 3x8 5x6 3x6 7-5-2 7-5-2 14-9-5 7-4-2 17-1-8 2-4-3 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 49-9-0 2-9-12 50-11-0 1-2-0 55-0-0 4-1-0 58-11-0 3-11-0 7-5-2 7-5-2 14-9-5 7-4-2 17-1-8 2-4-3 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 55-0-0 8-0-12 58-11-0 3-11-0 60-1-8 1-2-8 5-10-1010-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [5:0-9-8,0-3-4], [10:0-7-8,0-3-0], [14:0-2-8,0-2-4], [20:0-5-8,0-2-8], [21:0-3-8,Edge], [24:0-7-4,0-3-8], [27:0-3-8,0-3-0], [29:0-5-4,Edge], [30:0-2-8,0-2-0], [32:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.62 0.19 0.23 (loc) 29 29 18 29 l/defl >999 >980 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 406 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-19: 2x4 SP 2400F 2.0E, 29-31: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-33,14-16: 2x4 SPF-S Stud 2-32,3-30,3-29,27-29,24-26,11-21,13-20,13-17,17-20,14-17: 2x3 SPF BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 1-3, 5-10. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 1 Row at midpt 1-33, 2-32, 3-29, 5-27, 6-26, 6-24, 7-23, 9-23, 10-21, 11-18 REACTIONS. (size) 33=0-5-8, 16=0-10-0, 18=0-3-8 Max Horz 33=-379(LC 6) Max Uplift 33=-280(LC 6), 16=-714(LC 25), 18=-388(LC 6) Max Grav 33=2065(LC 2), 16=141(LC 7), 18=3770(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-33=-1955/313, 1-2=-2402/346, 2-3=-3800/510, 3-4=-3949/584, 4-5=-3759/652, 5-6=-2151/459, 6-7=-2089/422, 7-9=-1346/347, 9-10=-1346/346, 10-11=-353/229, 11-13=-179/1403, 13-14=-144/862, 14-16=-150/762 BOT CHORD 32-33=-265/336, 30-32=-316/2402, 29-30=-446/3814, 26-27=-294/2106, 7-24=0/785, 23-24=-343/2098, 20-21=-1028/289 WEBS 1-32=-395/2990, 2-32=-1520/340, 2-30=-205/1755, 3-30=-830/197, 3-29=-2131/301, 27-29=-369/2635, 5-29=-381/3516, 5-27=-1426/296, 5-26=-146/288, 6-26=-419/224, 24-26=-318/2126, 7-23=-1345/189, 9-23=-473/223, 10-23=-337/2171, 10-21=-1894/342, 11-21=-306/2448, 13-20=-591/230, 13-17=-135/590, 18-20=-3671/487, 11-20=-3367/373, 17-20=-619/114, 14-17=-687/103 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 6-0-7, Interior(1) 6-0-7 to 14-9-5, Exterior(2R) 14-9-5 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-9-15, Interior(1) 52-9-15 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 33=280, 16=714, 18=388.Continued on page 2 May 28,2020 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 B20001501 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456854 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nHn5m6kcrAXoi17IUIvRyE7TyUTTsUONnpy3KbzBwZR NOTES- 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456855 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CsSEO8nU85vNZUst9QS8asl1giUV3r7qTnBjxwzBwZO Scale = 1:106.3 12 3 4 5 6789 10 11 12 13 14 15 16 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 36 37 38 39 40 41 42 4x6 5x12 8x8 8x8 12x12 4x6 6x10 4x6 3x8 MT18HS 3x4 3x4 3x4 5x6 3x6 3x6 5x8 4x8 4x8 3x6 12x12 6x10 5x12 4x6 5x12 2x4 6x10 8x8 10x10 5x6 3x6 3x8 4x6 5x8 5-4-3 5-4-3 10-7-5 5-3-3 14-6-9 3-11-3 17-1-8 2-6-15 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 49-9-0 2-9-12 50-11-0 1-2-0 55-0-0 4-1-0 58-11-0 3-11-0 5-4-3 5-4-3 10-7-5 5-3-3 14-6-9 3-11-3 17-1-8 2-6-15 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 55-0-0 8-0-12 58-11-0 3-11-0 60-1-8 1-2-8 4-2-105-10-510-0-012-0-02-0-32-0-012-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [6:0-9-8,0-3-4], [11:0-7-12,0-3-0], [15:0-2-12,0-2-0], [21:0-5-8,0-2-8], [22:0-3-8,Edge], [25:0-7-4,0-3-8], [28:0-3-8,0-3-0], [30:0-5-4,Edge], [31:0-2-8,0-1-8], [32:0-2-8,0-2-0], [34:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.97 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.65 0.20 0.25 (loc) 30-31 30-31 19 30-31 l/defl >999 >929 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 405 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SP 2400F 2.0E, 30-33,21-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-35,15-17: 2x4 SPF-S Stud 1-34,2-32,6-30,6-28,6-27,7-27,7-25,8-24,10-24,11-24: 2x4 SPF No.2 11-22,12-19: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 1-3, 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-35, 4-30, 6-28, 7-27, 7-25, 10-24, 11-22, 12-19 2 Rows at 1/3 pts 8-24 REACTIONS. (size) 35=0-5-8, 17=0-10-0, 19=0-3-8 Max Horz 35=307(LC 9) Max Uplift 35=-257(LC 6), 17=-846(LC 25), 19=-403(LC 6) Max Grav 35=2044(LC 2), 17=163(LC 7), 19=3924(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-35=-1962/324, 1-2=-2514/420, 2-3=-4245/667, 3-4=-4104/681, 4-5=-3837/711, 5-6=-3700/807, 6-7=-2104/555, 7-8=-2024/500, 8-10=-1267/408, 10-11=-1268/407, 11-12=-260/255, 12-14=-209/1590, 14-15=-166/996, 15-17=-172/894 BOT CHORD 34-35=-283/263, 32-34=-357/2514, 31-32=-497/4272, 30-31=-481/3792, 27-28=-304/2071, 8-25=-23/805, 24-25=-342/2034, 22-24=-119/276, 21-22=-1173/362 WEBS 1-34=-442/3103, 2-34=-1645/329, 2-32=-306/2155, 3-32=-1131/239, 3-31=-671/123, 4-31=-46/618, 4-30=-1994/363, 28-30=-378/2611, 6-30=-466/3480, 6-28=-1409/302, 6-27=-141/272, 7-27=-400/220, 25-27=-321/2081, 8-24=-1369/199, 10-24=-472/223, 11-24=-348/2196, 11-22=-1994/363, 12-22=-329/2562, 19-21=-3826/637, 12-21=-3505/502, 14-18=-161/658, 14-21=-649/275, 15-18=-795/139, 18-21=-719/154 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 6-0-7, Interior(1) 6-0-7 to 14-6-9, Exterior(2R) 14-6-9 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-9-15, Interior(1) 52-9-15 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 35=257, 17=846, 19=403. Continued on page 2 May 28,2020 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 B20001501 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456855 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CsSEO8nU85vNZUst9QS8asl1giUV3r7qTnBjxwzBwZO NOTES- 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456856 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cR8N09pMR0IyQyaSqZ0rCVNTHvWLGD2GAlPNYFzBwZL Scale = 1:106.3 1 2 3 4 5678 910 11 12 13 14 15 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 34 35 36 37 38 39 4x6 5x12 8x8 8x8 12x12 4x6 6x10 4x6 5x16 MT18HS 3x4 3x4 3x4 5x6 3x6 3x6 5x12 3x6 10x16 6x16 4x8 4x8 5x12 2x4 6x10 8x8 10x10 8x8 3x6 3x12 4x6 5x8 6-2-0 6-2-0 14-6-9 8-4-9 17-1-8 2-6-15 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 49-9-0 2-9-12 50-11-0 1-2-0 55-0-0 4-1-0 58-11-0 3-11-0 6-2-0 6-2-0 14-6-9 8-4-9 17-1-8 2-6-15 19-6-3 2-4-11 26-0-13 6-6-11 32-7-8 6-6-11 39-7-10 7-0-2 46-11-4 7-3-10 55-0-0 8-0-12 58-11-0 3-11-0 60-1-8 1-2-8 2-6-105-10-510-0-012-0-02-0-32-0-012-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-3-4], [10:0-7-12,0-3-0], [14:0-3-8,0-4-0], [20:0-5-8,0-2-8], [21:0-3-8,Edge], [24:0-7-4,0-3-8], [26:0-3-8,0-2-0], [29:0-5-8,0-3-0], [30:0-2-8,0-1-8], [32:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.96 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.83 0.21 0.29 (loc) 30-32 30-32 18 29-30 l/defl >999 >736 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 395 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 31-33,29-31: 2x4 SPF 2100F 1.8E, 16-19: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-33,14-16: 2x4 SPF-S Stud, 1-32,10-21,11-18: 2x4 SPF 2100F 1.8E 5-29,5-27,6-27,6-26,6-24,7-23,9-23,10-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 1-2, 5-10. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 1 Row at midpt 2-30, 3-29, 5-27, 6-27, 6-26, 6-24, 9-23, 10-23, 10-21, 11-18 2 Rows at 1/3 pts 7-23 REACTIONS. (size) 33=0-5-8, 16=0-10-0, 18=0-3-8 Max Horz 33=319(LC 9) Max Uplift 33=-241(LC 6), 16=-974(LC 25), 18=-415(LC 6) Max Grav 33=2021(LC 2), 16=168(LC 7), 18=4075(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-33=-1922/318, 1-2=-4854/716, 2-3=-4133/661, 3-4=-3809/723, 4-5=-3625/800, 5-6=-2031/560, 6-7=-1966/496, 7-9=-1207/403, 9-10=-1208/402, 11-13=-216/1770, 13-14=-171/1125, 14-16=-177/1021 BOT CHORD 32-33=-286/221, 30-32=-568/4927, 29-30=-508/3788, 26-27=-342/2066, 7-24=-26/829, 23-24=-347/1975, 21-23=-158/281, 20-21=-1310/371 WEBS 1-32=-714/5098, 2-32=-1519/348, 2-30=-1165/235, 3-30=0/605, 3-29=-2117/372, 27-29=-395/2539, 5-29=-462/3415, 5-27=-1334/264, 6-27=-267/136, 24-26=-330/2047, 7-23=-1393/205, 9-23=-474/223, 10-23=-354/2226, 10-21=-2090/369, 11-21=-336/2668, 18-20=-3977/647, 11-20=-3642/511, 13-17=-165/724, 14-17=-901/146, 17-20=-817/160, 13-20=-702/278 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 6-2-0, Interior(1) 6-2-0 to 14-6-9, Exterior(2R) 14-6-9 to 25-4-14, Interior(1) 25-4-14 to 41-0-8, Exterior(2R) 41-0-8 to 52-9-15, Interior(1) 52-9-15 to 54-2-13, Exterior(2E) 54-2-13 to 60-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 33=241, 16=974, 18=415. 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.Continued on page 2 May 28,2020 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 B20001501 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456856 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cR8N09pMR0IyQyaSqZ0rCVNTHvWLGD2GAlPNYFzBwZL NOTES- 9) 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 B20001501 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456857 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YpG7RrrdzdYggGkqy_2JHwSvujHxk8JZd2uUc7zBwZJ Scale = 1:101.3 1 2 3 4 5 678910 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 374x10 4x6 4x6 6x6 8x8 4x6 6x8 3x4 3x4 3x6 4x6 2x4 3x6 3x6 5x12 5x8 2x4 2x4 4x8 2x4 4x8 4x6 8x8 2x4 4x8 3x6 3x6 6-4-8 6-4-8 12-6-9 6-2-0 15-7-8 3-0-15 17-6-3 1-10-11 24-5-5 6-11-2 31-2-11 6-9-6 38-0-1 6-9-6 44-11-4 6-11-2 48-9-4 3-10-0 56-11-0 8-1-12 6-4-8 6-4-8 12-6-9 6-2-0 15-7-8 3-0-15 17-6-3 1-10-11 24-5-5 6-11-2 31-2-11 6-9-6 38-0-1 6-9-6 44-11-4 6-11-2 50-9-14 5-10-10 56-11-0 6-1-2 58-1-8 1-2-8 1-1-145-10-510-0-012-0-02-0-32-0-012-0-04.50 12 10.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-3-4], [11:0-5-4,0-3-0], [12:0-3-8,0-4-8], [25:0-5-8,0-2-0], [26:0-2-8,0-1-8] 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 0.47 0.70 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.03 0.11 (loc) 15-16 15-16 15 15-16 l/defl >554 >343 n/a >899 L/d 360 240 n/a 240 PLATES MT20 Weight: 370 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-27,3-26,4-26,4-25,23-25,6-25,12-17,12-16,12-15: 2x3 SPF No.2 13-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-5-12 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.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,23-24,16-17. 1 Row at midpt 5-25 WEBS 1 Row at midpt 6-25, 6-23, 6-22, 7-22, 8-22, 8-19, 10-19, 11-17, 12-16, 12-15 REACTIONS.All bearings 15-7-8 except (jt=length) 16=0-3-8, 15=0-10-0. (lb) - Max Horz 1=332(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 27, 26 except 1=-103(LC 6), 25=-315(LC 7), 16=-194(LC 6), 15=-149(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 1=331(LC 18), 27=569(LC 25), 26=386(LC 25), 25=1671(LC 2), 25=1498(LC 1), 16=1512(LC 2), 15=762(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-363/218, 3-4=-327/209, 4-5=-312/295, 5-6=-319/408, 6-7=-1004/435, 7-8=-1004/435, 8-10=-1175/448, 10-11=-1176/447, 11-12=-996/400, 12-13=-248/293, 13-15=-340/307 BOT CHORD 5-25=-260/153, 22-23=-75/387, 20-22=-219/1279, 19-20=-219/1279, 17-19=-94/684, 15-16=-21/397 WEBS 3-27=-367/144, 23-25=-108/601, 6-25=-1068/153, 6-22=-224/1318, 7-22=-444/206, 8-22=-546/83, 8-20=0/386, 10-19=-439/211, 11-19=-197/997, 11-17=-562/172, 12-17=-123/1016, 12-16=-1289/234, 12-15=-463/5 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) 0-0-0 to 5-8-5, Interior(1) 5-8-5 to 12-6-9, Exterior(2R) 12-6-9 to 23-2-8, Interior(1) 23-2-8 to 39-2-15, Exterior(2R) 39-2-15 to 50-10-13, Interior(1) 50-10-13 to 52-5-3, Exterior(2E) 52-5-3 to 58-1-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 27, 26 except (jt=lb) 1=103, 25=315, 16=194, 15=149. 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. May 28,2020 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 B20001501 Truss TG01 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456858 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VCNtsXstVFoOvZuD3O4nMLXIYW0ACFMs4MNah0zBwZH Scale = 1:58.5 12 435 2x4 3x4 2x4 4x6 2-6-0 2-6-0 2-6-0 2-6-0 10-9-11LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.21 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3 REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Uplift 4=-253(LC 4), 3=-191(LC 4) Max Grav 4=1251(LC 2), 3=931(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-342/86, 2-3=-342/86 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 0-5-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except (jt=lb) 4=253, 3=191. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1544 lb down and 307 lb up at 1-0-4 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=-310, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1315(F) May 28,2020 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 B20001501 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456859 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vn30UZulnAAym1dokXeU_z9fsk3?PPcInKcFHLzBwZE Scale = 1:60.0 1 2 3 4 5 6 7 11 10 9812 13 14 15 16 17 18 19 20 3x6 4x8 8x14 MT18HS 6x8 12x12 4x10 4x10 4x10 4x10 8x14 MT18HS 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 1-1-510-2-141-1-510.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-6], [2:0-0-11,0-3-6], [2:0-4-0,Edge], [7:0-4-0,Edge], [7:0-0-11,0-3-6], [7:0-0-2,0-0-6], [8:0-7-8,0-2-0], [9:0-6-0,0-7-12], [11:0-7-8,0-2-0] 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 0.84 0.38 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.03 0.08 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 317 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=255(LC 28) Max Uplift 2=-1308(LC 8), 7=-937(LC 9) Max Grav 2=6325(LC 2), 7=6476(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7783/1442, 3-5=-5351/954, 5-6=-5352/954, 6-7=-7533/1134 BOT CHORD 2-11=-1074/5570, 9-11=-1074/5570, 8-9=-749/5406, 7-8=-749/5406 WEBS 5-9=-1085/6479, 6-9=-1921/438, 6-8=-313/2834, 3-9=-2159/739, 3-11=-739/3158 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: 2x10 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 0%, joint 7 = 0% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1308, 7=937. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1613 lb down and 738 lb up at 3-5-8, 1105 lb down and 154 lb up at 4-4-12, 1105 lb down and 154 lb up at 6-4-12, 1105 lb down and 154 lb up at 8-4-12, 1105 lb down and 154 lb up at 10-4-12, 1105 lb down and 154 lb up at 12-4-12, 1105 lb down and 154 lb up at 14-4-12, 1079 lb down and 150 lb up at 16-2-12, and 1057 lb down and 154 lb up at 18-2-12, and 1057 lb down and 154 lb up at 20-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 May 28,2020 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 B20001501 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456859 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:39 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vn30UZulnAAym1dokXeU_z9fsk3?PPcInKcFHLzBwZE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 8=-959(F) 12=-1613(F) 13=-979(F) 14=-979(F) 15=-979(F) 16=-979(F) 17=-979(F) 18=-979(F) 19=-944(F) 20=-944(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456860 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GksvYGyucioFtoVlX4Efh1seoloM4i51wcJ0zYzBwZ9 Scale = 1:73.1 1 2 345 11 10 9 8 76 52 53 54 55 56 57 58 59 60 61 62 63 64 65 3x8 4x8 6x16 4x6 3x6 3x6 3x4 4x8 3x6 3x6 3x6 6-1-10 6-1-10 11-11-12 5-10-2 19-9-2 7-9-6 27-6-8 7-9-6 6-1-10 6-1-10 11-11-12 5-10-2 19-9-2 7-9-6 27-6-8 7-9-6 2-1-512-1-21-1-212-1-210.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [12:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.24 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 -0.01 (loc) 7-9 7-9 53 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 678 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* 2-10,1-11,1-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-14,23-24,25-26,34-35,36-38,39-40: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 5-53 REACTIONS. (size) 11=Mechanical, 53=0-3-0 Max Horz 11=395(LC 8) Max Uplift 11=-718(LC 8), 53=-900(LC 5) Max Grav 11=1633(LC 1), 53=1610(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1657/732, 2-3=-1393/687, 3-4=-842/476, 4-5=-841/476, 1-11=-1490/643 BOT CHORD 10-11=-455/207, 9-10=-852/1239, 7-9=-601/983 WEBS 2-9=-446/389, 3-9=-558/809, 3-7=-353/288, 4-7=-524/256, 5-7=-839/1479, 1-10=-458/1157, 5-53=-1611/901 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 53 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=718, 53=900. 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.Continued on page 2 May 28,2020 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 B20001501 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456860 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GksvYGyucioFtoVlX4Efh1seoloM4i51wcJ0zYzBwZ9 NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 112 lb up at 1-9-12, 102 lb down and 112 lb up at 3-9-12, 102 lb down and 112 lb up at 5-9-12, 102 lb down and 112 lb up at 7-9-12, 102 lb down and 112 lb up at 9-9-12, 102 lb down and 112 lb up at 11-9-12, 102 lb down and 112 lb up at 13-9-12, 102 lb down and 112 lb up at 15-9-12, 102 lb down and 112 lb up at 17-9-12, 102 lb down and 112 lb up at 19-9-12, 102 lb down and 112 lb up at 21-9-12, and 102 lb down and 112 lb up at 23-9-12, and 102 lb down and 112 lb up at 25-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 7=-84 54=-84 55=-84 56=-84 57=-84 58=-84 59=-84 60=-84 61=-84 62=-84 63=-84 64=-84 65=-84 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456861 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cigobz01RERYzZOjKdpqO4aT8mPLlvBm4u1memzBwZ4 Scale = 1:104.4 12 3 4 5678910 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 /\ 30 31 32 33 34 35 36 37 38 4x6 5x12 10x10 12x12 4x6 6x8 4x6 3x4 3x4 4x6 6x8 4x8 4x8 12x12 5x8 4x8 2x4 2x4 4x8 2x4 5x12 4x8 8x8 4x6 3x4 5x6 4x6 6-0-14 6-0-14 12-1-13 6-0-14 17-1-8 4-11-11 19-6-3 2-4-11 26-4-7 6-10-4 33-2-11 6-10-4 40-0-15 6-10-4 46-11-4 6-10-4 50-9-4 3-10-0 58-11-0 8-1-12 6-0-14 6-0-14 12-1-13 6-0-14 17-1-8 4-11-11 19-6-3 2-4-11 26-4-7 6-10-4 33-2-11 6-10-4 40-0-15 6-10-4 46-11-4 6-10-4 52-9-6 5-10-2 58-11-0 6-1-10 60-1-8 1-2-8 3-8-610-0-012-0-02-0-32-0-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [5:0-9-0,0-3-0], [10:0-5-8,0-3-0], [11:0-4-0,0-4-8], [12:0-2-8,0-2-8], [16:0-3-8,0-2-0], [22:0-3-8,0-2-8], [24:0-4-12,0-3-0], [25:0-3-8,0-2-0], [27:0-3-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.64 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.68 0.16 0.34 (loc) 24-25 24-25 14 24-25 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 860 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-23: 2x4 SPF No.2, 24-26: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-28,2-27,3-25,3-24,11-15,12-14,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-7 max.): 1-3, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 4-24 WEBS 1 Row at midpt 3-24, 5-22, 5-21, 7-18, 10-16 REACTIONS. (size) 28=0-5-8, 15=0-3-8, 14=0-10-0 Max Horz 28=-346(LC 4) Max Uplift 28=-878(LC 4), 15=-948(LC 4), 14=REL Max Grav 28=3628(LC 23), 15=3754(LC 2), 14=467(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-3456/809, 1-2=-6115/1347, 2-3=-10428/1972, 3-4=-7766/1498, 4-5=-7609/1602, 5-6=-3735/671, 6-7=-3734/672, 7-9=-2135/322, 9-10=-2136/321, 10-11=-1037/142, 11-12=-584/473, 12-14=-483/126 BOT CHORD 27-28=-282/326, 25-27=-1459/6115, 24-25=-2178/10526, 23-24=-158/418, 4-24=-985/428, 22-23=-73/282, 21-22=-847/4043, 19-21=-504/3144, 18-19=-504/3144, 16-18=-65/737, 15-16=-1411/685 WEBS 1-27=-1544/6910, 2-27=-2818/562, 2-25=-794/4913, 3-25=-2259/493, 3-24=-5581/1087, 22-24=-1019/4943, 5-24=-1742/7498, 5-22=-2352/592, 5-21=-783/361, 6-21=-388/203, 7-21=-382/1201, 7-19=0/412, 7-18=-2002/517, 9-18=-430/211, 10-18=-664/2756, 10-16=-2093/722, 11-16=-852/3043, 11-15=-3543/863, 12-15=-336/410 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=878, 15=948.Continued on page 2 May 28,2020 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 B20001501 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456861 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:49 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cigobz01RERYzZOjKdpqO4aT8mPLlvBm4u1memzBwZ4 NOTES- 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 14. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 110 lb up at 2-0-12, 105 lb down and 110 lb up at 4-0-12, and 176 lb down and 129 lb up at 6-1-8, and 896 lb down and 211 lb up at 18-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-80(F=-20), 3-30=-80(F=-20), 30-31=-330(F=-20), 5-31=-60, 5-10=-60, 10-12=-60, 12-13=-60, 24-28=-20, 14-23=-20 Concentrated Loads (lb) Vert: 27=-172(F) 32=-87 33=-87 34=-866(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001501 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456862 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Y4nY0f2HzrhFCtX5R2sITVftiZAHDvA3XCWtiezBwZ2 Scale = 1:65.4 1 2 3 4 5 11 10 9 8 7 6 12 13 14 2x4 3x4 5x6 2x4 4x6 6x8 2x4 2x4 3x4 3x4 3x12 3-1-13 3-1-13 7-2-0 4-0-3 10-6-4 3-4-4 10-8-0 0-1-12 13-3-3 2-7-3 3-1-13 3-1-13 7-2-0 4-0-3 10-6-4 3-4-4 13-3-3 2-8-15 1-4-1512-0-02-0-03-4-1510.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-12] 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 0.15 0.29 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 9-10 9-10 7 3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-6,4-7,4-6: 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size) 11=Mechanical, 7=0-3-8 Max Horz 11=332(LC 8) Max Uplift 11=-80(LC 21), 7=-780(LC 8) Max Grav 11=438(LC 16), 7=2861(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-360/83, 1-2=-808/106, 2-3=-459/199, 3-4=-391/356, 4-5=-303/77 BOT CHORD 10-11=-333/149, 9-10=-255/801, 3-9=-381/239 WEBS 1-10=-92/782, 2-10=-270/96, 2-9=-572/80, 4-9=-296/610, 4-7=-1862/589, 4-6=-162/658 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 11 except (jt=lb) 7=780. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1231 lb down and 273 lb up at 11-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 28,2020 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 B20001501 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 209 Bridgemont Job Reference (optional) I41456862 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Y4nY0f2HzrhFCtX5R2sITVftiZAHDvA3XCWtiezBwZ2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80(F=-20), 2-12=-80(F=-20), 12-13=-330(F=-20), 5-13=-80(F=-20), 9-11=-20, 6-8=-20 Concentrated Loads (lb) Vert: 14=-1138(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 B20001501 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456863 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1HLwD?2vj9p6q16I?lNX0jC2ozYdySFCmsFRF5zBwZ1 Scale = 1:41.2 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-5-7 15-5-2 7-9-15 7-9-15 15-5-7 7-7-8 0-0-46-6-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.15 0.13 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: 49 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 15-7-4. (lb) - Max Horz 1=158(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-197(LC 10), 6=-197(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=339(LC 20), 8=462(LC 17), 6=461(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-299/240, 4-6=-299/240 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 9-11-6, Exterior(2E) 9-11-6 to 15-3-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=197, 6=197. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 28,2020 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 B20001501 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456864 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VTvJQL3YUTxzSAhUZTumYwkAtNvUhwKM?W?_nXzBwZ0 Scale = 1:30.9 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 11-7-13 11-7-9 5-9-15 5-9-15 11-7-13 5-9-15 0-0-44-10-40-0-410.00 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 0.36 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-4. (lb) - Max Horz 1=115(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-173(LC 10), 6=-172(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=326(LC 17), 6=325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-267/227, 4-6=-267/227 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, 5 except (jt=lb) 8=173, 6=172. 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. May 28,2020 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 B20001501 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456865 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Rs13r15o04BhhUrtguwEeLqXDBYH9rSfSqU5sQzBwZ_ Scale = 1:21.4 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 7-7-13 7-7-9 3-9-15 3-9-15 7-7-13 3-9-15 0-0-43-2-40-0-410.00 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 0.31 0.22 0.04 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: 18 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=7-7-4, 3=7-7-4, 4=7-7-4 Max Horz 1=-73(LC 6) Max Uplift 1=-26(LC 11), 3=-35(LC 11), 4=-9(LC 10) Max Grav 1=143(LC 1), 3=143(LC 1), 4=261(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. May 28,2020 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 B20001501 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 209 Bridgemont Job Reference (optional) I41456866 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu May 28 15:46:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v2bR3N6QnOJYJeQ3EbRTAZMl9avBuIIohTDeNszBwYz Scale = 1:10.4 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-7-13 3-7-9 1-9-15 1-9-15 3-7-13 1-9-15 0-0-41-6-40-0-410.00 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 0.10 0.18 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: 7 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 3-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-7-4, 3=3-7-4 Max Horz 1=-30(LC 6) Max Uplift 1=-12(LC 10), 3=-12(LC 11) Max Grav 1=114(LC 1), 3=114(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. May 28,2020 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