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HomeMy WebLinkAbout23LV - 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). January 8,2021 Liu, Xuegang Pages or sheets covered by this seal: I44290152 thru I44290184 My license renewal date for the state of Indiana is July 31, 2022. B20003908 Wedgewood 23 Laura Vista IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 Wedgewood 23 Laura Vista Job Reference (optional) I44290152 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-yj0TePcbIerCx5YoI1w3XxhOs9ECC_07AzQmeazxMcq Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 6x6 6x8 3x8 4x6 2x4 4x8 6x8 2x4 2x4 10x10 4x6 2x4 2x4 10x10 3x4 3x4 2x4 3x6 3x4 5x8 3x12 4x6 2x4 2x4 2x4 2x4 12-8-8 9-1-141-1-8 1-1-8 5-9-8 4-8-0 7-8-4 1-10-12 20-8-4 13-0-0 24-3-0 3-6-12 28-3-0 4-0-0 1-1-8 1-1-8 5-9-8 4-8-0 7-8-4 1-10-12 9-0-2 1-3-14 9-8-6 0-8-4 10-9-2 1-0-12 17-5-14 6-8-12 18-6-10 1-0-12 19-2-14 0-8-4 20-8-4 1-5-6 24-3-0 3-6-12 28-3-0 4-0-0 1-2-1412-0-01-2-141-3-81-0-01-0-012-0-012.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-0], [7:0-5-8,0-3-0], [14:0-4-12,0-5-0], [15:0-4-8,0-5-0], [17:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 3-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.49 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.07 0.11 (loc) 14-15 14-15 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 441 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SPF-S Stud, 15-16,11-14: 2x6 SPF No.2 14-15: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 4-15,9-14,4-23,24-25: 2x4 SPF-S Stud, 5-8,1-20: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-7-3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-17. JOINTS 1 Brace at Jt(s): 6, 7, 1, 21, 22 REACTIONS. (size) 11=0-3-8, 20=0-3-8 Max Horz 20=-457(LC 6) Max Grav 11=2457(LC 2), 20=2459(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3903/184, 2-3=-3202/0, 3-4=-3775/131, 4-5=-1699/99, 5-6=-439/349, 6-7=-149/618, 7-8=-450/328, 8-9=-1734/92, 9-10=-2932/0, 10-11=-3049/0, 1-20=-2452/0 BOT CHORD 19-20=-368/395, 18-19=-363/299, 2-18=-363/833, 17-18=-501/3130, 16-17=-630/399, 3-17=-1265/421, 14-15=0/1906, 13-14=0/1968, 11-13=0/1962 WEBS 15-17=0/1917, 4-17=-681/2280, 4-15=-433/1200, 9-14=0/1565, 5-21=-2395/114, 21-22=-2385/96, 8-22=-2397/92, 10-13=-287/320, 10-14=-546/496, 2-17=-704/586, 1-19=-352/503, 1-18=-379/2488 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched, 1 1/2x11 7/8 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. 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) 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. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-21, 21-22, 8-22; Wall dead load (5.0psf) on member(s).4-15, 9-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15 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.Continued on page 2 January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 Wedgewood 23 Laura Vista Job Reference (optional) I44290152 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-QwarsldD3yz3YF7?rkRI48DZcZaRxRFGPdAKA0zxMcp NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss AT01 Truss Type Attic Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290153 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-u68D34erqG5wAPiBPSzXcMmj3ywDgrRQeHvtiSzxMco Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 23 24 25 263x8 4x6 6x6 6x8 3x8 4x6 10x10 2x4 3x4 10x10 3x4 3x4 2x4 3x6 2x4 3x6 4x6 2x4 2x4 2x4 2x4 2x4 12-9-8 9-1-144-0-0 4-0-0 7-7-12 3-7-12 20-8-12 13-1-0 24-3-0 3-6-4 28-3-0 4-0-0 4-0-0 4-0-0 7-7-12 3-7-12 9-0-2 1-4-6 9-8-6 0-8-4 10-9-2 1-0-12 17-5-14 6-8-12 18-6-10 1-0-12 19-2-14 0-8-4 20-8-12 1-5-14 24-3-0 3-6-4 28-3-0 4-0-0 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [6:0-5-8,0-3-0], [13:0-4-12,0-5-0], [14:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.45 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.02 0.10 (loc) 13-14 13-14 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-14: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 3-14,8-13: 2x4 SPF-S Stud, 4-7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-7-3, Right 2x6 SPF No.2 2-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size) 1=0-3-8, 10=0-3-8 Max Horz 1=197(LC 7) Max Grav 1=1206(LC 2), 10=1208(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1484/0, 2-3=-1394/19, 3-4=-804/107, 5-6=-40/363, 7-8=-811/106, 8-9=-1406/17, 9-10=-1487/0 BOT CHORD 1-15=-34/1073, 14-15=-32/1076, 13-14=0/910, 12-13=0/964, 10-12=0/960 WEBS 3-14=0/799, 8-13=0/810, 4-17=-1209/48, 17-18=-1182/48, 7-18=-1187/46, 9-13=-287/226, 2-14=-274/219 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 5-3-10, Exterior(2R) 5-3-10 to 22-11-6, Exterior(2E) 22-11-6 to 28-3-0 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) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-17, 17-18, 7-18; Wall dead load (5.0psf) on member(s).3-14, 8-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 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. 10) Attic room checked for L/360 deflection. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss AT02 Truss Type Attic Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290154 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-qUG_Umf5MtLePjsZXs??hnr5Emd_8nuj5bO_nLzxMcm Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 26 27 6x6 6x8 3x8 4x6 2x4 4x8 8x10 2x4 2x4 10x10 3x6 2x4 2x4 10x10 2x4 2x4 2x4 3x6 3x4 4x8 3x12 4x6 2x4 2x4 2x4 2x4 12-8-8 9-1-141-1-8 1-1-8 5-9-8 4-8-0 7-8-4 1-10-12 20-8-4 13-0-0 24-3-0 3-6-12 28-3-0 4-0-0 1-1-8 1-1-8 5-9-8 4-8-0 7-8-4 1-10-12 9-0-2 1-3-14 9-8-6 0-8-4 10-9-2 1-0-12 17-5-14 6-8-12 18-6-10 1-0-12 19-2-14 0-8-4 20-8-4 1-5-6 24-3-0 3-6-12 28-3-0 4-0-0 1-2-1412-0-01-2-141-3-81-0-01-0-012-0-012.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-3-0], [7:0-5-8,0-3-0], [14:0-4-12,0-5-0], [15:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.43 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.06 0.10 (loc) 14-15 14-15 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x3 SPF No.2, 15-16,11-14: 2x6 SPF No.2 14-15: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 4-15,9-14,4-23,24-25: 2x4 SPF-S Stud, 5-8,1-20: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-8 REACTIONS. (size) 11=0-3-8, 20=0-3-8 Max Horz 20=-203(LC 8) Max Grav 11=1092(LC 2), 20=1093(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1734/81, 2-3=-1424/0, 3-4=-1683/79, 4-5=-755/107, 6-7=-66/275, 8-9=-771/106, 9-10=-1303/17, 10-11=-1355/0, 1-20=-1090/0 BOT CHORD 2-18=-161/370, 17-18=-223/1390, 16-17=-267/168, 3-17=-563/190, 14-15=0/847, 13-14=0/875, 11-13=0/872 WEBS 15-17=0/872, 4-17=-307/1016, 4-15=-190/529, 9-14=0/696, 5-21=-1065/50, 21-22=-1060/44, 8-22=-1066/42, 2-17=-312/259, 1-18=-168/1105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 22-11-6, Exterior(2E) 22-11-6 to 28-3-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-21, 21-22, 8-22; Wall dead load (5.0psf) on member(s).4-15, 9-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290155 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-3VqpxfzPEsdyXirZ2KT6lGwbpFTXEXRY4ehMiqzxMcM Scale = 1:98.5 1 2 3 4 56 78910 11 12 13 14 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 20 19 18 16 15 124 125 126 21 127 17 4x6 6x6 6x8 4x6 4x8 5x6 3x4 3x6 8x8 5x8 5x8 8x8 4x8 6x16 3x8 4x6 3x6 3x4 6x6 3x4 3x4 3x12 6x6 6-6-0 6-6-0 12-1-12 5-7-12 13-7-8 1-5-12 21-0-12 7-5-4 28-6-0 7-5-4 29-7-8 1-1-8 29-8-0 0-0-8 30-7-12 0-11-12 31-7-8 0-11-12 36-1-0 4-5-8 43-6-12 7-5-12 49-3-0 5-8-4 51-3-0 2-0-0 -1-2-8 1-2-8 6-6-0 6-6-0 13-8-0 7-2-0 21-0-12 7-4-12 28-6-0 7-5-4 29-8-0 1-2-0 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 52-5-8 1-2-8 0-9-99-10-1412-0-01-10-112-1-25-9-122-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-7], [2:0-0-9,0-4-6], [2:Edge,0-0-14], [5:0-4-0,0-2-13], [8:0-3-0,0-4-4], [8:0-0-0,0-2-12], [9:0-1-12,0-0-0], [10:0-5-4,0-3-0], [101:0-1-4,0-0-8], [104:0-1-4,0-0-8], [107:0-1-4,0-0-8], [110:0-1-4,0-0-8], [113:0-1-4,0-0-8], [123:0-0-12,0-1-0], [18:0-2-8,0-1-8], [20:0-1-13,0-1-0], [25:0-4-0,0-2-8], [48:0-1-13,0-1-0], [50:0-1-11,0-0-0], [51:0-1-11,0-0-0], [53:0-1-11,0-0-0], [55:0-1-11,0-0-0], [59:0-1-11,0-0-0], [61:0-1-11,0-0-0], [63:0-1-11,0-0-0], [65:0-1-11,0-0-0], [67:0-1-11,0-0-0], [87:0-1-2,0-1-8], [91:0-1-2,0-1-8], [98:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.53 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.01 0.02 (loc) 18-20 18-20 21 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 523 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-24,10-20: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 26-48,96-97,20-98,99-101: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-24 WEBS 1 Row at midpt 3-37, 5-37, 5-31, 7-31, 7-25, 7-24, 10-24, 12-20 REACTIONS.All bearings 29-7-8 except (jt=length) 23=1-11-8, 23=1-11-8, 15=2-3-8, 22=1-11-8, 16=2-3-8, 21=0-3-8, 17=0-3-8. (lb) - Max Horz 2=309(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 38, 47, 22 except 43=-168(LC 10), 37=-124(LC 10), 31=-333(LC 7), 24=-139(LC 6), 15=-247(LC 11), 16=-141(LC 18) Max Grav All reactions 250 lb or less at joint(s) 25, 23, 23, 38, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36, 39, 40, 41, 42, 44, 45, 46, 47, 22, 16, 21 except 2=291(LC 23), 43=355(LC 17), 37=318(LC 1), 31=615(LC 23), 24=1056(LC 26), 24=1029(LC 1), 15=941(LC 18), 17=276(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/200, 10-12=-514/280, 12-13=-977/247, 13-15=-896/248 BOT CHORD 18-20=-86/674 WEBS 3-43=-343/171, 5-37=-279/108, 6-31=-498/237, 20-24=0/307, 10-24=-773/133, 10-20=-122/574, 12-20=-618/260, 13-18=-35/625 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 6-2-1, Exterior(2R) 6-2-1 to 21-0-12, Interior(1) 21-0-12 to 28-7-1, Exterior(2R) 28-7-1 to 43-7-1, Interior(1) 43-7-1 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) n/a 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2 January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290155 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:43 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-3VqpxfzPEsdyXirZ2KT6lGwbpFTXEXRY4ehMiqzxMcM NOTES- 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 38, 47, 22 except (jt=lb) 43=168, 37=124, 31=333 , 24=139, 15=247, 16=141. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290156 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-YhOB9?_1?Alp9sQmc1_LHTTlueuCz45hIIRvEHzxMcL Scale = 1:53.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x8 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-811-11-8 -1-2-8 1-2-8 11-11-8 11-11-8 0-9-98-9-38.00 12 Plate Offsets (X,Y)-- [6:0-2-2,0-0-0], [7:0-2-12,0-2-4], [7:0-0-0,0-1-12], [13: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 0.45 0.25 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 2 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 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* 12-13: 2x4 SPF No.2 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. WEBS 1 Row at midpt 12-13 REACTIONS.All bearings 11-11-8. (lb) - Max Horz 22=340(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20 except 22=-125(LC 6), 21=-189(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except 22=308(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/199, 3-4=-266/166 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 3-11-8, Exterior(2N) 3-11-8 to 6-6-2, Corner(3E) 6-6-2 to 11-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 13, 14, 15, 16, 17, 18, 19, 20 except (jt=lb) 22=125, 21=189. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290157 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-0tyZML?fmUtgm0?yAlVaqh??A2GiiTOqXyATmjzxMcK Scale = 1:74.2 1 2 3 4 5 6 7 8 910 21 20 19 18 17 16 15 14 13 12 11 22 23 2x4 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 12-4-012-4-0 11-6-0 11-6-0 12-4-0 0-10-0 3-11-711-7-711-0-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.04 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-12,8-13,7-14,6-15: 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 9-4-4 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13, 7-14, 6-15 REACTIONS.All bearings 12-4-0. (lb) - Max Horz 21=292(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 20 except 21=-227(LC 8), 19=-625(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 20 except 21=643(LC 10), 19=323(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-855/366, 1-2=-443/211, 2-3=-354/168, 3-4=-286/143 BOT CHORD 20-21=-401/181, 19-20=-401/181 WEBS 1-22=-348/771, 19-22=-395/877 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 6-2-0, Corner(3R) 6-2-0 to 11-6-0, Corner(3E) 11-6-0 to 12-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 11, 12, 13, 14, 15, 16, 17, 18, 20 except (jt=lb) 21=227, 19=625. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290158 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-QSei_N1Y3PFEdTkXrt3HSJdOYGDrvtLHDwP7N2zxMcH Scale = 1:85.3 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 265352 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3130 29 28 27 4x6 3x6 4x6 4x6 3x6 3x6 26-7-1326-7-13 30-11-84-3-11 11-6-0 11-6-0 30-11-8 19-5-8 3-11-714-3-92-8-21-3-152-8-28.00 12 8.00 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 0.66 0.33 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 225 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* 10-43,9-45,8-46,7-47,11-42,12-41,13-40: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 30-31,29-30 9-5-12 oc bracing: 28-29. WEBS 1 Row at midpt 10-43, 9-45, 8-46, 7-47, 11-42, 12-41, 13-40 REACTIONS.All bearings 30-11-8. (lb) - Max Horz 53=-399(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29 except 53=-118(LC 6), 27=-539(LC 9), 31=-181(LC 9), 43=-101(LC 8), 52=-129(LC 7), 28=-719(LC 6) Max Grav All reactions 250 lb or less at joint(s) 53, 31, 45, 46, 47, 48, 49, 50, 51, 52, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29 except 27=654(LC 6), 43=279(LC 10), 28=670(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-189/284, 7-8=-214/326, 8-9=-243/375, 9-10=-246/385, 10-11=-246/385, 11-12=-243/375, 12-13=-214/326, 13-14=-217/284, 15-16=-241/253, 16-17=-253/256, 17-18=-265/259, 18-20=-277/262, 20-21=-289/265, 21-22=-301/268, 22-23=-320/284, 23-24=-343/299, 24-25=-366/313, 25-26=-553/467, 26-27=-514/427 BOT CHORD 52-53=-301/347, 51-52=-301/347, 50-51=-301/347, 49-50=-301/347, 48-49=-301/347, 47-48=-301/347, 46-47=-301/347, 45-46=-301/347, 43-45=-301/347, 42-43=-301/347, 41-42=-301/347, 40-41=-301/347, 39-40=-301/347, 38-39=-301/347, 37-38=-301/347, 36-37=-301/347, 35-36=-301/347, 34-35=-301/347, 33-34=-301/347, 32-33=-301/347, 31-32=-301/347, 30-31=-362/413, 29-30=-363/416, 28-29=-384/440 WEBS 10-43=-336/180, 25-28=-304/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 6-2-0, Corner(3R) 6-2-0 to 16-10-0, Exterior(2N) 16-10-0 to 25-6-2, Corner(3E) 25-6-2 to 30-9-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290158 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-QSei_N1Y3PFEdTkXrt3HSJdOYGDrvtLHDwP7N2zxMcH NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49, 50, 51, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29 except (jt=lb) 53=118, 27=539, 31=181, 43=101, 52=129, 28=719. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 53, 31, 43, 45, 46, 47, 48, 49, 50, 51, 52, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 , 30, 29, 28. 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290159 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-MrlSP23oa0VytntvyI5lXkjoZ3zmNmYZhEuESwzxMcF Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 2x4 2x4 4x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 17-11-017-11-0 -0-10-8 0-10-8 8-11-8 8-11-8 17-11-0 8-11-8 18-9-8 0-10-8 3-2-119-2-63-2-118.00 12 Plate Offsets (X,Y)-- [29:0-2-8,0-1-8] 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 0.37 0.11 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 17 17 18 16-17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 17-11-0. (lb) - Max Horz 33=280(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 25, 26, 27, 28, 30, 31, 24, 23, 22, 21, 20 except 18=-767(LC 7), 32=-115(LC 7), 19=-661(LC 6) Max Grav All reactions 250 lb or less at joint(s) 33, 25, 26, 27, 28, 30, 31, 32, 24, 23, 22, 21, 20 except 18=825(LC 8), 19=748(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-121/290, 6-7=-144/339, 7-8=-171/394, 8-9=-181/415, 9-10=-181/415, 10-11=-171/394, 11-12=-165/339, 12-13=-177/290, 16-18=-780/727 WEBS 9-25=-366/119, 16-19=-717/709 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 4-5-2, Corner(3R) 4-5-2 to 13-5-14, Corner(3E) 13-5-14 to 18-9-8 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) 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) 33, 25, 26, 27, 28, 30, 31, 24, 23, 22, 21, 20 except (jt=lb) 18=767, 32=115, 19=661. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290160 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-JDtDqk426dlg651I4j7Dc9o2qtbFrdOs8XNLWpzxMcD Scale = 1:88.6 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 5x6 3x8 3x6 4x6 3x6 3x8 5x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-2-8 1-2-8 9-11-8 9-11-8 19-11-0 9-11-8 21-1-8 1-2-8 2-4-012-3-82-4-012.00 12 Plate Offsets (X,Y)-- [4:0-2-10,Edge], [18:0-2-10,Edge], [22:Edge,0-3-8], [33:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.30 0.51 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: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-30,10-31,9-32,12-29,13-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 38=-365(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 35, 36, 29, 27, 26, 25, 24 except 38=-789(LC 6), 22=-758(LC 7), 32=-105(LC 10), 37=-708(LC 7), 28=-102(LC 11), 23=-682(LC 6) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 35, 36, 29, 28, 27, 26, 25, 24 except 38=838(LC 9), 22=805(LC 8), 30=495(LC 11), 37=765(LC 8), 23=737(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-404/399, 2-3=-375/387, 5-6=-150/293, 6-7=-135/387, 7-8=-171/469, 8-9=-209/545, 9-10=-264/654, 10-11=-270/651, 11-12=-270/651, 12-13=-264/654, 13-14=-210/546, 14-15=-171/470, 15-16=-129/388, 16-17=-142/294, 19-20=-359/371, 20-22=-387/383 WEBS 11-30=-793/284, 3-37=-266/261, 19-23=-255/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 4-7-8, Corner(3R) 4-7-8 to 15-3-8, Exterior(2N) 15-3-8 to 15-9-14, Corner(3E) 15-9-14 to 21-1-8 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, 33, 34, 35, 36, 29, 27, 26, 25, 24 except (jt=lb) 38=789, 22=758, 32=105, 37=708, 28=102, 23=682. 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.January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE07 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290161 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-Fc?zFQ6JeF0OMOBhB89hhatOvg7zJZN9brsRbhzxMcB Scale = 1:76.2 1 2 3 45 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 46 47 48 49 4x8 4x8 2x4 5x8 2x4 2x4 3x6 3x4 3x4 3x12 3x6 3x8 3x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-11-4 4-11-4 9-8-0 4-8-12 12-3-8 2-7-8 12-7-8 0-4-0 18-7-0 5-11-8 28-3-0 9-8-0 -1-2-8 1-2-8 4-11-4 4-11-4 9-8-0 4-8-12 12-7-8 2-11-8 18-7-0 5-11-8 23-3-12 4-8-12 28-3-0 4-11-4 29-5-8 1-2-8 1-2-1410-10-1412-0-02-4-01-1-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [4:0-6-4,0-1-12], [6:0-6-4,0-1-12], [13:0-2-12,0-2-4], [35:0-1-15,0-1-0], [37:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.92 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.62 0.01 0.01 (loc) 10-11 10-11 10 11 l/defl >470 >296 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 257 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-13,6-13,6-11: 2x4 SPF No.2, 2-20,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-28,33-34: 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14,11-12. 1 Row at midpt 5-13 WEBS 1 Row at midpt 4-15, 4-13, 6-13, 7-11, 7-10 REACTIONS.All bearings 12-7-0 except (jt=length) 10=0-3-8. (lb) - Max Horz 20=348(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 13, 19 except 15=-129(LC 10), 10=-107(LC 11), 18=-291(LC 3) Max Grav All reactions 250 lb or less at joint(s) 14, 16, 17 except 20=335(LC 18), 13=916(LC 2), 13=903(LC 1), 19=566(LC 17), 15=253(LC 17), 10=783(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-444/260, 7-8=-301/227, 2-20=-275/112, 8-10=-370/240 BOT CHORD 19-20=-310/354, 14-15=-174/267, 13-14=-174/267, 5-13=-327/155, 10-11=0/291 WEBS 11-13=-23/293, 6-13=-551/104, 6-11=-137/519, 7-11=-212/270, 7-10=-364/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13, 19 except (jt=lb) 15=129, 10=107, 18=291. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss GE08 Truss Type Valley Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290162 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-joZLSm7xPY8FzYmtlrhwEoQaq4c824EJqVb?78zxMcA Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 4x6 4x6 5x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-516-0-5 16-0-5 16-0-5 0-0-410-8-38.00 12 Plate Offsets (X,Y)-- [7:0-2-2,0-0-0], [8:0-2-12,0-2-4], [8:0-0-0,0-1-12], [13:0-3-14,Edge], [14:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.35 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-15,11-16: 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 13-14, 12-15, 11-16 REACTIONS.All bearings 16-0-5. (lb) - Max Horz 1=400(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 14=-114(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/238, 2-3=-329/205, 3-4=-307/195, 4-5=-283/179, 5-6=-259/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-12 to 5-9-6, Exterior(2N) 5-9-6 to 10-7-0, Corner(3E) 10-7-0 to 15-10-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except (jt=lb) 14=114. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290163 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-fBg6tS8BxAOzDswFtGjOJDVybuI_Wp5bIp45B0zxMc8 Scale = 1:49.4 1 2 3 4 5 6 87 914 15 3x6 2x4 3x8 3x4 2x4 3x6 6x10 3x6 6-1-86-1-8 12-3-06-1-8 -1-2-8 1-2-8 6-1-8 6-1-8 12-3-0 6-1-8 0-9-98-11-97-5-108-11-98.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [8:0-2-8,0-1-8] 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 0.51 0.33 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.12 0.05 (loc) 7-8 7-8 14 8-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 14=0-3-0 Max Horz 2=343(LC 10) Max Uplift 2=-9(LC 10), 14=-206(LC 10) Max Grav 2=628(LC 17), 14=622(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-520/0, 4-6=-680/168 BOT CHORD 2-8=-190/497 WEBS 4-8=-449/328, 6-8=-323/845, 6-14=-640/221 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 11-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=206. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 10-15=-35, 7-15=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290163 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-fBg6tS8BxAOzDswFtGjOJDVybuI_Wp5bIp45B0zxMc8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=49, 2-6=29, 7-10=-12 Horz: 1-2=-61, 2-6=-41 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-6=-46, 7-10=-20 Horz: 1-2=-20, 2-6=26 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 7-10=-12 Horz: 1-2=-10, 2-6=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 7-10=-20 Horz: 1-2=9, 2-6=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 7-10=-20 Horz: 1-2=-17, 2-6=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 7-10=-12 Horz: 1-2=-34, 2-6=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 7-10=-12 Horz: 1-2=-34, 2-6=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 7-10=-12 Horz: 1-2=-17, 2-6=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 7-10=-20 Horz: 1-2=-34, 2-6=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 7-10=-20 Horz: 1-2=-17, 2-6=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 10-15=-40, 7-15=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 10-15=-35, 7-15=-50 Horz: 1-2=6, 2-6=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 10-15=-35, 7-15=-50 Horz: 1-2=-13, 2-6=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 10-15=-35, 7-15=-50 Horz: 1-2=-26, 2-6=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 10-15=-35, 7-15=-50 Horz: 1-2=-13, 2-6=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 7-10=-12 Horz: 1-2=-16, 2-6=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290163 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:57 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-fBg6tS8BxAOzDswFtGjOJDVybuI_Wp5bIp45B0zxMc8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-6=4, 7-10=-12 Horz: 1-6=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290164 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-7NEU5n9piTWqq0USQ_EdsQ2CCIgqFPjlWTqfkTzxMc7 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-5-022-5-0 11-2-8 11-2-8 22-5-0 11-2-8 0-4-77-4-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-11-3. (lb) - Max Horz 2=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-151(LC 10), 15=-119(LC 10), 11=-151(LC 11), 10=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=375(LC 20), 14=462(LC 17), 15=350(LC 17), 11=461(LC 18), 10=350(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-289/201, 6-11=-289/201 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) 0-3-11 to 5-7-5, Exterior(2R) 5-7-5 to 16-9-11, Exterior(2E) 16-9-11 to 22-1-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=151, 15=119, 11=151, 10=119. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PB02 Truss Type GABLE Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290165 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:25:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-baosI7ARTnegSA3e_hlsOeaLoh?N_sFul7ZCGvzxMc6 Scale = 1:51.8 1 2 3 4 5 6 987 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 14-0-1314-0-13 14-0-13 14-0-13 0-4-79-3-10-1-80-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.20 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 13-3-14. (lb) - Max Horz 2=362(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-130(LC 10), 9=-188(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 8=333(LC 17), 9=469(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/248 WEBS 5-8=-261/184, 3-9=-343/234 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-7-5, Interior(1) 5-7-5 to 8-7-15, Exterior(2E) 8-7-15 to 13-11-9 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=130, 9=188. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PB03 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290166 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-4mMEVTA4E5mX4JeqYOG5xr7Yh5MYjLX2_nJmoLzxMc5 Scale = 1:29.3 1 2 3 45 6 4x6 3x4 3x4 2x4 8-11-08-11-0 4-5-8 4-5-8 8-11-0 4-5-8 0-5-34-4-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=7-9-10, 4=7-9-10, 6=7-9-10 Max Horz 2=-108(LC 8) Max Uplift 2=-38(LC 11), 4=-43(LC 11), 6=-6(LC 10) Max Grav 2=201(LC 1), 4=201(LC 1), 6=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PB04 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290167 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-4mMEVTA4E5mX4JeqYOG5xr7Zi5O1jL72_nJmoLzxMc5 Scale = 1:22.5 1 2 3 45 6 4x6 2x4 2x4 2x4 6-8-126-8-12 3-4-6 3-4-6 6-8-12 3-4-6 0-5-33-2-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-7-6, 4=5-7-6, 6=5-7-6 Max Horz 2=53(LC 9) Max Uplift 2=-27(LC 11), 4=-30(LC 11) Max Grav 2=108(LC 1), 4=108(LC 1), 6=114(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290168 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-09U_w9CKmi0FJdoDfpJZ0GCwLv4cBDYLR5ostEzxMc3 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-5-022-5-0 11-2-8 11-2-8 22-5-0 11-2-8 0-4-77-4-30-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [28:0-1-12,0-0-0], [29:0-3-0,0-1-4], [29:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 16 17 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 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 20-11-3. (lb) - Max Horz 2=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-10-8, Exterior(2R) 5-10-8 to 16-6-8, Exterior(2E) 16-6-8 to 22-1-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290169 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-UL2N8VDyW086xnNPDXqoZUl0gJNywgaUglXQPgzxMc2 Scale = 1:53.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 4x6 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-9-513-9-5 13-9-5 13-9-5 0-4-79-0-110-1-80-1-88.00 12 Plate Offsets (X,Y)-- [6:0-2-2,0-0-0], [7:0-2-12,0-2-4], [7:0-0-0,0-1-12], [13:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.23 0.16 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: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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 12-13 REACTIONS.All bearings 13-0-6. (lb) - Max Horz 2=341(LC 9) 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, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/202, 3-4=-265/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-9-5, Interior(1) 5-9-5 to 8-3-15, Exterior(2E) 8-3-15 to 13-7-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290170 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-yXblLrEaHJGzYxycnEL15hIHFilHf9XdvPHzx6zxMc1 Scale = 1:29.3 1 2 3 4 5 6 7 89 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-08-11-0 4-5-8 4-5-8 8-11-0 4-5-8 0-5-34-4-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [8:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 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 7-9-10. (lb) - Max Horz 2=-108(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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, 8, 13, 14, 11, 10. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T01 Truss Type Piggyback Base Qty 8 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290171 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-uwjVmWFqpxWhoE6_ufNVA6NW7WJe7tfwMjm40?zxMc? Scale = 1:93.2 12 3 4 56 78910 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 4x6 6x8 6x8 4x6 4x8 5x6 3x4 3x6 10x10 2x4 2x4 5x8 6x8 8x8 2x4 4x8 6x10 3x8 4x6 3x6 3x4 6x6 6-6-0 6-6-0 12-1-12 5-7-12 13-7-8 1-5-12 21-0-12 7-5-4 28-6-0 7-5-4 29-7-8 1-1-8 29-8-0 0-0-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 -1-2-8 1-2-8 6-6-0 6-6-0 13-8-0 7-2-0 21-0-12 7-4-12 28-6-0 7-5-4 29-8-0 1-2-0 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 52-5-8 1-2-8 0-9-99-10-1412-0-01-10-112-1-25-9-122-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-7], [2:0-0-9,0-4-6], [2:Edge,0-0-14], [5:0-4-0,0-2-13], [8:0-4-0,0-4-4], [8:0-0-0,0-2-12], [9:0-1-12,0-0-0], [10:0-5-4,0-3-0], [16:0-2-8,0-1-8], [20:0-4-8,0-2-12], [21:0-4-0,0-2-8], [22:0-3-15,0-3-0] 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 0.40 0.55 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.03 0.05 (loc) 22-23 22-23 20 2-25 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-20,10-18: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 3-24, 5-23, 7-20, 10-20, 12-18 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=309(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-130(LC 10), 24=-210(LC 7), 20=-206(LC 7), 15=-226(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=714(LC 25), 24=783(LC 25), 20=2261(LC 2), 15=942(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/335, 3-5=-409/237, 5-6=-363/166, 6-7=-363/166, 7-9=-103/573, 9-10=-103/576, 10-12=-382/313, 12-13=-893/264, 13-15=-828/264 BOT CHORD 2-25=-218/658, 24-25=-219/659, 22-23=-118/397, 21-22=-456/238, 20-21=-361/195, 9-20=-369/135, 16-18=-101/605 WEBS 3-25=-89/256, 3-24=-944/232, 3-23=-46/459, 5-23=-336/170, 6-22=-502/237, 7-22=-203/873, 7-21=-10/323, 7-20=-936/161, 10-20=-1020/114, 10-18=-97/667, 12-18=-672/243, 12-16=0/318, 13-16=-69/514 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 6-2-1, Exterior(2R) 6-2-1 to 21-0-12, Interior(1) 21-0-12 to 28-7-1, Exterior(2R) 28-7-1 to 43-7-1, Interior(1) 43-7-1 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; end vertical left and right exposed; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 2, 210 lb uplift at joint 24, 206 lb uplift at joint 20 and 226 lb uplift at joint 15. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T02 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290172 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-rIrGBCH5LYmP1YFN04PzGXSsbK_UbppDp1FB3tzxMbz Scale = 1:93.2 12 3 4 56789 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 4x6 4x6 6x8 4x6 4x8 5x6 3x4 3x4 3x6 4x6 2x4 5x8 8x8 8x8 2x4 4x10 8x16 3x8 4x6 3x6 3x4 6x6 6-6-0 6-6-0 13-7-8 7-1-8 21-0-12 7-5-4 28-6-0 7-5-4 29-7-8 1-1-8 29-8-0 0-0-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 -1-2-8 1-2-8 6-6-0 6-6-0 13-8-0 7-2-0 21-0-12 7-4-12 28-6-0 7-5-4 29-8-0 1-2-0 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 52-5-8 1-2-8 0-9-99-10-1412-0-01-10-112-1-25-9-122-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-7], [2:0-0-9,0-4-6], [2:Edge,0-0-14], [5:0-4-0,0-2-13], [10:0-5-4,0-3-0], [16:0-2-8,0-1-8], [21:0-4-0,0-2-8], [22:0-4-0,0-3-15], [23:0-3-8,0-2-4] 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 0.40 0.59 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.05 0.04 (loc) 22-23 22-23 20 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-20,10-20,10-18: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 3-23, 5-22, 8-20, 10-20, 12-18 REACTIONS. (size) 2=0-3-8, 20=0-3-8, 15=0-3-8 Max Horz 2=309(LC 9) Max Uplift 2=-174(LC 10), 20=-258(LC 7), 15=-233(LC 11) Max Grav 2=1105(LC 17), 20=2748(LC 2), 15=861(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1432/258, 3-5=-922/299, 5-6=-589/207, 6-8=-588/207, 8-9=-119/775, 9-10=-119/778, 10-12=-288/323, 12-13=-782/273, 13-15=-747/271 BOT CHORD 2-24=-194/1250, 23-24=-193/1251, 22-23=-174/863, 21-22=-644/240, 20-21=-530/197, 9-20=-365/132, 16-18=-108/513 WEBS 3-24=0/301, 3-23=-637/242, 5-23=-68/269, 6-22=-496/237, 8-22=-266/1365, 8-21=-10/398, 8-20=-1325/209, 10-20=-1185/117, 10-18=-93/712, 12-18=-690/241, 12-16=0/335, 13-16=-76/423 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 6-2-1, Exterior(2R) 6-2-1 to 21-0-12, Interior(1) 21-0-12 to 28-7-1, Exterior(2R) 28-7-1 to 43-7-1, Interior(1) 43-7-1 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 174 lb uplift at joint 2, 258 lb uplift at joint 20 and 233 lb uplift at joint 15. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290173 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-JVPeOYHj6svGfiqZanxCol?zRjJ5KEzM2h_kcKzxMby Scale = 1:71.5 1 2 3 4 5 6 78 910 17 16 15 14 13 11 22 23 24 25 12 3x6 3x8 2x4 4x8 3x4 5x6 5x8 3x6 2x4 3x6 4x6 4x6 6x8 2x4 4x6 6-11-0 6-11-0 13-7-8 6-8-8 16-9-11 3-2-3 21-0-12 4-3-1 28-6-0 7-5-4 29-7-8 1-1-8 30-7-0 0-11-8 -1-2-8 1-2-8 6-11-0 6-11-0 13-7-8 6-8-8 16-9-11 3-2-3 21-0-12 4-3-1 28-6-0 7-5-4 30-7-0 2-1-0 0-9-912-0-03-8-108.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-2-0], [13:0-6-0,0-2-8], [16:0-4-4,0-2-8] 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-MS 0.65 0.69 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.08 0.06 (loc) 13-14 13-14 12 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,9-14,9-13,10-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-2 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 4-16, 6-16, 6-15, 9-13 REACTIONS. (size) 11=1-3-0, 2=0-3-8, 12=0-3-8 Max Horz 2=476(LC 10) Max Uplift 11=-70(LC 7), 2=-124(LC 10), 12=-148(LC 7) Max Grav 11=535(LC 1), 2=1269(LC 1), 12=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1648/133, 4-6=-1251/141, 6-7=-1132/235, 7-8=-967/217, 8-9=-967/217, 10-11=-885/142 BOT CHORD 2-17=-452/1285, 16-17=-452/1285, 15-16=-312/1073, 14-15=-248/996 WEBS 4-17=0/264, 4-16=-477/228, 6-15=-285/161, 7-15=-143/379, 7-14=-132/280, 8-14=-412/191, 9-14=-280/1197, 9-13=-1270/338, 10-13=-177/968 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 9-3-12, Exterior(2R) 9-3-12 to 24-3-10, Interior(1) 24-3-10 to 25-1-10, Exterior(2E) 25-1-10 to 30-5-4 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 11, 124 lb uplift at joint 2 and 148 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T04 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-nhz0cuILt917GsPl7VSRLyY9J7fs3gzWHLkI8mzxMbx Scale = 1:72.8 1 2 3 4 5 6 78 910 16 15 14 13 12 11 17 22 23 24 25 3x6 6x16 3x4 4x8 3x4 5x6 5x12 3x6 2x4 3x6 4x6 4x6 6x8 2x4 4x6 3x6 6-11-06-11-0 13-7-86-8-8 16-9-113-2-3 21-0-124-3-1 28-6-07-5-4 30-10-82-4-8 -1-2-8 1-2-8 6-11-0 6-11-0 13-7-8 6-8-8 16-9-11 3-2-3 21-0-12 4-3-1 28-6-0 7-5-4 30-10-8 2-4-8 0-9-912-0-010-1-1212-0-03-8-108.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-2-0], [12:0-9-8,0-2-4], [15:0-4-4,0-2-8] 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 0.58 0.66 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.17 0.07 (loc) 12-13 12-13 22 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,9-13,9-12,10-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-10 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 9-12 REACTIONS. (size) 2=0-3-8, 22=0-3-0 Max Horz 2=476(LC 10) Max Uplift 2=-129(LC 10), 22=-211(LC 7) Max Grav 2=1304(LC 1), 22=1204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1703/141, 4-6=-1310/149, 6-7=-1202/242, 7-8=-1057/224, 8-9=-1057/224 BOT CHORD 2-16=-458/1330, 15-16=-458/1330, 14-15=-320/1129, 13-14=-254/1060, 12-13=-67/290 WEBS 4-16=0/262, 4-15=-473/227, 6-14=-269/158, 7-14=-140/362, 7-13=-135/337, 8-13=-408/190, 9-13=-275/1201, 9-12=-1396/360, 10-12=-263/1391, 10-22=-1217/213 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 9-3-12, Exterior(2R) 9-3-12 to 24-3-10, Interior(1) 24-3-10 to 30-5-4 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. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 211 lb uplift at joint 22. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T05 Truss Type COMMON Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-FtWOpEJzeT9zu0_yhCzgtA4OKX3_oElfW?TrgCzxMbw Scale = 1:70.0 1 2 34 7 6 5 8 9 3x8 4x6 2x4 2x4 3x4 3x4 4x8 5-10-45-10-4 12-4-06-5-12 5-10-4 5-10-4 11-6-0 5-7-12 12-4-0 0-10-0 3-11-711-7-711-0-138.00 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 0.37 0.35 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 -0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-5,4-5: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5, 2-5 REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=292(LC 10) Max Uplift 5=-273(LC 10) Max Grav 7=524(LC 17), 5=651(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/0, 1-7=-446/0 BOT CHORD 6-7=-306/198, 5-6=-175/316 WEBS 1-6=0/326, 2-5=-483/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-2-6, Exterior(2R) 6-2-6 to 11-6-0, Exterior(2E) 11-6-0 to 12-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T06 Truss Type ROOF SPECIAL Qty 7 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-BGe9EwKDA4Ph7J8Kpd?8zbAbdLeJG?SyzJyyl5zxMbu Scale = 1:86.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 3x4 4x6 3x8 5x6 3x4 3x6 8x8 4x8 3x6 3x6 4x10 6x8 4x8 5x8 6x8 12-6-1511-6-0 11-6-0 19-0-15 7-6-15 26-7-13 7-6-15 28-8-7 2-0-9 30-11-8 2-3-1 5-10-4 5-10-4 11-6-0 5-7-12 19-0-15 7-6-15 26-7-13 7-6-15 28-8-7 2-0-9 30-11-8 2-3-1 3-11-711-7-714-3-91-3-152-8-28.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [12:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.80 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.66 -1.07 0.36 0.18 (loc) 14-15 14-15 9 11-12 l/defl >555 >343 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-14,2-15: 2x4 SPF No.2, 6-12,1-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-14, 2-15 2 Rows at 1/3 pts 6-12 REACTIONS. (size) 9=0-3-8, 15=0-3-8 Max Horz 15=-344(LC 11) Max Uplift 9=-169(LC 11), 15=-124(LC 11) Max Grav 9=1434(LC 18), 15=1417(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1244/278, 3-4=-1253/264, 4-6=-2164/264, 6-7=-5294/577, 7-8=-2874/318, 8-9=-1398/186 BOT CHORD 14-15=-58/997, 12-14=-39/1692, 11-12=-414/4241, 10-11=-266/2818 WEBS 2-14=-56/268, 3-14=-123/951, 4-14=-1114/329, 4-12=0/711, 6-12=-2602/440, 6-11=-94/1893, 7-11=-198/2071, 7-10=-1193/126, 8-10=-217/2301, 2-15=-1323/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-2-6, Exterior(2R) 6-2-6 to 16-9-10, Interior(1) 16-9-10 to 25-6-10, Exterior(2E) 25-6-10 to 30-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 9 and 124 lb uplift at joint 15. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T07 Truss Type COMMON Qty 6 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290177 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-fSCXSGLsxOXYlTjXMLWNVoirhk15?ZO6CziVHXzxMbt Scale = 1:72.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x6 4x6 3x6 3x6 3x8 3x6 3x6 3x4 4x8 4x8 3x4 9-11-89-11-8 19-11-09-11-8 -1-2-8 1-2-8 4-9-0 4-9-0 9-11-8 5-2-8 15-2-0 5-2-8 19-11-0 4-9-0 21-1-8 1-2-8 2-4-012-3-82-4-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.64 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.49 0.01 0.01 (loc) 11-13 11-13 10 11 l/defl >780 >483 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11, 4-13, 6-10 REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=-365(LC 8) Max Uplift 13=-94(LC 11), 10=-94(LC 10) Max Grav 13=981(LC 18), 10=981(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-268/220, 4-5=-719/264, 5-6=-719/264, 6-8=-262/221, 2-13=-340/230, 8-10=-335/231 BOT CHORD 11-13=-158/642, 10-11=0/517 WEBS 5-11=-215/580, 6-11=-171/279, 4-11=-171/279, 4-13=-754/45, 6-10=-760/43 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 4-7-14, Exterior(2R) 4-7-14 to 15-3-2, Interior(1) 15-3-2 to 15-9-14, Exterior(2E) 15-9-14 to 21-1-8 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 94 lb uplift at joint 13 and 94 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-7fmvfbMUiifPNdIjw22c20F?q8HokwPFRdR2p_zxMbs Scale = 1:62.5 1 2 3 4 56 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 4x6 4x6 3x4 3x6 3x6 4x6 3x8 3x4 3x8 3x4 3x8 5x8 3x6 6-5-126-5-12 9-8-03-2-4 18-7-08-11-0 28-3-09-8-0 -1-2-8 1-2-8 4-11-4 4-11-4 9-8-0 4-8-12 14-1-8 4-5-8 18-7-0 4-5-8 23-3-12 4-8-12 28-3-0 4-11-4 29-5-8 1-2-8 1-2-1410-10-141-2-1410-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-8], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.99 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.02 0.04 (loc) 10-11 10-11 10 14-15 l/defl >927 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,5-11,6-11: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 5-13, 5-11 REACTIONS. (size) 15=0-3-8, 14=0-3-8, 10=0-3-8 Max Horz 15=-317(LC 8) Max Uplift 15=-43(LC 6), 14=-121(LC 7), 10=-110(LC 11) Max Grav 15=527(LC 2), 14=1007(LC 2), 10=1105(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/95, 3-4=-619/230, 4-5=-373/232, 5-6=-587/260, 6-7=-916/269, 7-8=-452/175, 2-15=-449/127, 8-10=-477/197 BOT CHORD 14-15=-305/329, 11-13=-92/599, 10-11=0/651 WEBS 3-14=-910/183, 3-13=-21/615, 5-13=-433/151, 5-11=-48/257, 6-11=-60/367, 7-11=-205/263, 7-10=-702/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 15, 121 lb uplift at joint 14 and 110 lb uplift at joint 10. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-crKHsxN6T?nG_ntvUlZraDoBWYeRTNOOfGBcLQzxMbr Scale = 1:61.9 1 2 3 4 56 7 8 14 13 12 11 10 9 19 20 15 16 17 18 4x6 4x6 3x4 3x4 3x6 3x6 4x6 4x8 3x4 3x8 3x4 5x8 5x8 6-5-126-5-12 9-8-03-2-4 18-7-08-11-0 28-3-09-8-0 -1-2-8 1-2-8 4-11-4 4-11-4 9-8-0 4-8-12 14-1-8 4-5-8 18-7-0 4-5-8 23-3-12 4-8-12 28-3-0 4-11-4 1-2-1410-10-141-2-1410-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.90 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.02 0.04 (loc) 9-10 9-10 9 13-14 l/defl >927 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10,6-10: 2x4 SPF No.2, 2-14,8-9: 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.): 4-6. 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 5-12, 5-10 REACTIONS. (size) 14=0-3-8, 13=0-3-8, 9=0-3-8 Max Horz 14=306(LC 7) Max Uplift 14=-37(LC 6), 13=-124(LC 7), 9=-77(LC 11) Max Grav 14=526(LC 2), 13=1011(LC 2), 9=1035(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/80, 3-4=-619/218, 4-5=-373/222, 5-6=-589/251, 6-7=-921/258, 7-8=-430/124, 2-14=-448/111, 8-9=-378/126 BOT CHORD 13-14=-319/307, 10-12=-105/568, 9-10=-27/659 WEBS 3-13=-914/199, 3-12=-27/617, 5-12=-436/152, 5-10=-51/260, 6-10=-54/372, 7-10=-216/267, 7-9=-715/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 22-9-10, Exterior(2E) 22-9-10 to 28-1-4 zone; end vertical left and right exposed; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 14, 124 lb uplift at joint 13 and 77 lb uplift at joint 9. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-YES2HdOM_d1_E40IbAbJgetVAMIrxNyh7agjQIzxMbp Scale = 1:61.9 1 2 3 4 56 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 4x6 4x6 3x6 3x6 3x8 4x6 3x4 3x8 4x6 3x6 6x8 6x8 9-8-09-8-0 18-7-08-11-0 28-3-09-8-0 -1-2-8 1-2-8 4-11-4 4-11-4 9-8-0 4-8-12 14-1-8 4-5-8 18-7-0 4-5-8 23-3-12 4-8-12 28-3-0 4-11-4 1-2-1410-10-141-2-1410-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-6,0-2-1], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [7:0-2-6,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.97 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.53 0.04 0.03 (loc) 9-10 12-13 9 10-12 l/defl >999 >633 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-10,3-13,7-9: 2x3 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10, 3-13, 7-9 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=306(LC 7) Max Uplift 13=-114(LC 10), 9=-84(LC 11) Max Grav 13=1345(LC 2), 9=1274(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/172, 3-4=-1215/317, 4-5=-802/294, 5-6=-803/292, 6-7=-1219/315, 7-8=-460/121, 2-13=-504/195, 8-9=-400/124 BOT CHORD 12-13=-220/953, 10-12=-122/849, 9-10=-63/852 WEBS 3-12=-180/262, 4-12=-93/574, 6-10=-94/579, 7-10=-191/265, 3-13=-955/100, 7-9=-976/144 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 22-9-10, Exterior(2E) 22-9-10 to 28-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 114 lb uplift at joint 13 and 84 lb uplift at joint 9. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss V01 Truss Type Valley Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-YES2HdOM_d1_E40IbAbJgetcIMVhxRUh7agjQIzxMbp Scale = 1:48.6 1 2 3 4 7653x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-5 13-0-5 0-0-48-8-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.15 0.21 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 12-11-15. (lb) - Max Horz 1=331(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-138(LC 10), 7=-164(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=353(LC 17), 7=415(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/237 WEBS 3-6=-273/192, 2-7=-308/210 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 5-9-6, Interior(1) 5-9-6 to 7-7-8, Exterior(2E) 7-7-8 to 12-11-1 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=138, 7=164. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss V02 Truss Type Valley Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-0Q?QVzP_lw9rrEbU9u6YCsQlylqfgw4rLEPGylzxMbo Scale = 1:37.7 1 2 3 543x4 2x4 2x4 2x4 2x4 10-0-5 10-0-5 0-0-46-8-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.23 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-11-15, 4=9-11-15, 5=9-11-15 Max Horz 1=251(LC 10) Max Uplift 4=-40(LC 10), 5=-202(LC 10) Max Grav 1=179(LC 1), 4=101(LC 17), 5=515(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/152 WEBS 2-5=-382/290 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=202. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss V03 Truss Type Valley Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-UcZoiJQcWEHiTOAgjbdnl3yxH9AGPON_au9pUBzxMbn Scale = 1:27.1 1 2 3 542x4 2x4 2x4 2x4 2x4 7-0-5 7-0-5 0-0-44-8-38.00 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 0.21 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-11-15, 4=6-11-15, 5=6-11-15 Max Horz 1=171(LC 10) Max Uplift 4=-55(LC 10), 5=-135(LC 10) Max Grav 1=91(LC 19), 4=139(LC 17), 5=345(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-264/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=135. 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. January 8,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003908 Truss V04 Truss Type Valley Qty 2 Ply 1 Wedgewood 23 Laura Vista Job Reference (optional) I44290184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jan 8 16:26:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xuPV5ANPiLpo?nJUW7xDeCzxSfG-UcZoiJQcWEHiTOAgjbdnl3yw99AVPOJ_au9pUBzxMbn Scale = 1:16.3 1 2 3 2x4 2x4 2x4 4-0-5 4-0-5 0-0-42-8-38.00 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 0.43 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-15, 3=3-11-15 Max Horz 1=92(LC 10) Max Uplift 3=-58(LC 10) Max Grav 1=138(LC 1), 3=147(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 8,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths