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HomeMy WebLinkAbout77JGW - 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). December 4,2019 Liu, Xuegang Pages or sheets covered by this seal: I39493274 thru I39493341 My license renewal date for the state of Indiana is July 31, 2020. B19903391 Wedgewood 77 Jackson's Grant 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AG01 Truss Type GABLE Qty 2 Ply 3 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493274 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-EBdsOR5fSLNkssmMXqeyXS28?3VTpxySgUV99dyCLxf Scale = 1:74.7 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 35 36 37 4x6 5x6 6x6 5x8 10x10 2x4 10x10 3x8 8x10 2x4 8x8 3x4 2x4 6x6 4x6 2x4 4x6 6x6 3x6 3x6 4x6 2x4 2x4 3x4 2x4 3x6 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 16-8-0 9-1-143-11-0 3-11-0 7-3-12 3-4-12 17-0-0 9-8-4 24-3-4 7-3-4 29-7-0 5-3-12 32-11-0 3-4-0 -0-10-8 0-10-8 3-11-0 3-11-0 7-3-12 3-4-12 10-8-0 3-4-4 11-7-3 0-11-3 13-0-0 1-4-13 18-7-0 5-7-0 19-11-13 1-4-13 20-11-0 0-11-3 24-3-4 3-4-4 24-3-8 0-0-4 29-7-0 5-3-8 32-11-0 3-4-0 33-9-8 0-10-8 2-3-07-8-103-8-012-0-02-0-012-0-09.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-4-4,0-2-12], [11:0-4-12,0-3-4], [13:0-2-15,0-2-0], [16:0-4-4,0-5-0], [19:0-3-8,0-6-0], [20:0-2-8,0-3-0], [29:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-8-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.22 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.51 0.02 0.10 (loc) 17-19 17-19 15 17-19 l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1037 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 15-16: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 12-16,5-19,10-17,2-21,13-15,6-24,9-25: 2x4 SPF-S Stud 6-9: 2x6 SPF No.2, 26-27: 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, and 2-0-0 oc purlins (6-0-0 max.): 7-8, 10-11, 10-12, 11-16. Except: 6-0-0 oc bracing: 11-12 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)21=2361/0-3-8, 15=3464/0-3-8 Max Horz 21=258(LC 4) Max Uplift 15=-110(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2314/0, 3-5=-3405/0, 5-6=-2140/4, 6-7=0/1043, 7-8=0/1581, 8-9=0/1141, 9-10=-2112/13, 10-11=-3031/0, 11-16=-580/11, 11-12=-557/32, 11-13=-3832/61, 2-21=-2189/0, 13-15=-3254/79 BOT CHORD 19-20=-13/1858, 17-19=0/2282, 16-17=0/3350 WEBS 5-19=0/1962, 6-22=-3834/0, 22-23=-3824/0, 9-23=-3852/0, 10-17=0/836, 13-16=0/3506, 3-20=-2009/49, 3-19=-178/831, 2-20=0/1972, 11-17=-1352/290 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-22, 22-23, 9-23; Wall dead load (5.0psf) on member(s).5-19, 10-17 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=110.Continued on page 2 MEMBERS REMOVEDUPON INSTALLATION December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AG01 Truss Type GABLE Qty 2 Ply 3 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493274 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:40 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-EBdsOR5fSLNkssmMXqeyXS28?3VTpxySgUV99dyCLxf NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 893 lb down and 77 lb up at 24-5-8, 273 lb down and 25 lb up at 25-6-4, and 273 lb down and 25 lb up at 27-6-4, and 273 lb down and 25 lb up at 29-5-4 on top chord, and 299 lb down and 152 lb up at 30-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-6=-58, 6-7=-50, 7-8=-50, 8-9=-50, 9-10=-58, 10-12=-50, 11-13=-50, 13-14=-50, 19-21=-17, 17-19=-100, 15-17=-17, 6-9=-8 Drag: 5-19=-8, 10-17=-8 Concentrated Loads (lb) Vert: 11=-239 10=-860 35=-239 36=-239 37=-299(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AT01 Truss Type ATTIC Qty 6 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493275 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-iNBEcn5HDfVbT0LY5Y9B3fbIOTpoYKjcu8Ejh3yCLxe Scale = 1:73.1 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 4x8 5x8 6x6 4x8 3x8 8x16 3x6 8x8 3x6 3x6 3x4 8x8 4x6 3x8 4x6 6x6 3x6 6x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x8 2x4 16-8-0 9-1-141-0-03-11-0 3-11-0 7-3-12 3-4-12 17-0-0 9-8-4 24-3-4 7-3-4 27-8-0 3-4-12 31-7-0 3-11-0 -0-10-8 0-10-8 3-11-0 3-11-0 7-3-12 3-4-12 10-8-0 3-4-4 11-5-13 0-9-13 13-0-0 1-6-3 18-7-0 5-7-0 20-1-3 1-6-3 20-11-0 0-9-13 24-3-4 3-4-4 27-8-0 3-4-12 31-7-0 3-11-0 32-5-8 0-10-8 2-3-012-0-02-3-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-4-12,0-2-12], [13:0-2-14,0-2-0], [16:0-2-8,0-3-0], [17:0-3-8,0-6-0], [19:0-3-8,0-6-0], [20:0-2-8,0-3-0], [31:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.34 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.68 0.01 0.07 (loc) 17-19 17-19 15 17-19 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 319 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 5-19,10-17,2-21,13-15,24-25,26-27: 2x4 SPF-S Stud 6-9,28-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size)21=1543/0-3-8, 15=1543/0-3-8 Max Horz 21=-187(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1494/0, 3-5=-1885/0, 5-6=-1245/31, 6-7=0/414, 7-8=0/647, 8-9=0/455, 9-10=-1246/31, 10-12=-1882/0, 12-13=-1494/0, 2-21=-1427/0, 13-15=-1427/0 BOT CHORD 19-20=0/1184, 17-19=0/1260, 16-17=0/1184 WEBS 5-19=0/955, 6-22=-1790/0, 22-23=-1783/0, 9-23=-1845/0, 10-17=0/948, 3-20=-830/0, 12-16=-825/0, 13-16=0/1250, 2-20=0/1251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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). 5-6, 9-10, 6-22, 22-23, 9-23; Wall dead load (5.0psf) on member(s).5-19, 10-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Attic room checked for L/360 deflection. MEMBERS REMOVEDUPON INSTALLATION December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AT02 Truss Type ATTIC Qty 5 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493276 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Aaldp76v_ydS5AwlfFgQct8Pht8lHlMl7o_GEVyCLxd Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 34 3x8 4x8 2x4 5x8 6x6 4x8 8x16 6x6 6x6 6x10 3x6 8x8 3x6 3x6 3x6 8x8 3x8 4x6 2x4 4x6 6x6 3x6 5x8 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x8 2x4 16-8-0 9-1-141-0-02-4-0 2-4-0 4-6-0 2-2-0 7-3-12 2-9-12 17-0-0 9-8-4 24-3-4 7-3-4 27-8-0 3-4-12 31-7-0 3-11-0 2-4-0 2-4-0 4-6-0 2-2-0 7-3-12 2-9-12 10-8-0 3-4-4 11-5-13 0-9-13 13-0-0 1-6-3 18-7-0 5-7-0 20-1-3 1-6-3 20-11-0 0-9-13 24-3-4 3-4-4 27-8-0 3-4-12 31-7-0 3-11-0 32-5-8 0-10-8 2-7-012-0-02-3-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-3-8], [4:0-3-9,0-1-8], [7:0-4-12,0-2-12], [13:0-2-14,0-2-0], [16:0-2-8,0-3-0], [17:0-3-8,0-6-0], [19:0-3-8,0-6-0], [20:0-2-8,0-3-0], [32:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.36 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.74 0.01 0.07 (loc) 17-19 17-19 15 17-19 l/defl >973 >509 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 1-22,5-19,10-17,13-15,25-26,27-28: 2x4 SPF-S Stud 3-21,6-9,29-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 7-8. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size)22=2237/0-3-8, 15=1590/0-3-8 Max Horz 22=-196(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1371/0, 1-2=-1643/0, 4-5=-2083/0, 5-6=-1306/18, 6-7=0/446, 7-8=0/714, 8-9=0/502, 9-10=-1317/16, 10-12=-1999/0, 12-13=-1544/0, 13-15=-1472/0 BOT CHORD 20-21=0/1549, 19-20=0/1302, 17-19=0/1342, 16-17=0/1224 WEBS 1-21=0/1973, 2-21=-2393/0, 2-20=-337/0, 5-19=0/1197, 6-23=-1918/0, 23-24=-1911/0, 9-24=-2010/0, 10-17=0/1026, 12-16=-936/0, 12-17=-104/308, 13-16=0/1294, 2-4=-2298/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-23, 23-24, 9-24; Wall dead load (5.0psf) on member(s).5-19, 10-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 38 lb up at 2-2-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) Attic room checked for L/360 deflection. LOAD CASE(S) 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 MEMBERS REMOVEDUPON INSTALLATION December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AT02 Truss Type ATTIC Qty 5 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493276 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Aaldp76v_ydS5AwlfFgQct8Pht8lHlMl7o_GEVyCLxd LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-109, 3-5=-40, 5-6=-47, 6-7=-40, 7-8=-40, 8-9=-40, 9-10=-47, 10-13=-40, 13-14=-40, 19-22=-13, 17-19=-80, 15-17=-13, 6-9=-7 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-620 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-28, 3-5=-13, 5-6=-20, 6-7=-13, 7-8=-13, 8-9=-13, 9-10=-20, 10-13=-13, 13-14=-13, 15-22=-27, 6-9=-7 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-308 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 3-5=11, 5-6=7, 6-7=11, 7-8=13, 8-9=11, 9-10=7, 10-13=11, 13-14=22, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-17, 1-2=21, 3-7=-19, 8-13=19, 13-14=30, 13-15=17 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-96 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 3-5=-10, 5-6=-14, 6-7=-10, 7-8=16, 8-9=6, 9-10=2, 10-13=6, 13-14=2, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=10, 1-2=24, 3-7=2, 8-13=14, 13-14=10, 13-15=13 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-82 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=16, 8-9=-10, 9-10=-14, 10-13=-10, 13-14=-0, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-13, 1-2=14, 3-7=-14, 8-13=-2, 13-14=8, 13-15=-10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-82 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=6, 8-9=6, 9-10=2, 10-13=6, 13-14=3, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=14, 3-7=-14, 8-13=14, 13-14=11, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-128 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=6, 8-9=13, 9-10=9, 10-13=13, 13-14=21, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=14, 3-7=-14, 8-13=21, 13-14=29, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-99 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 3-5=1, 5-6=-3, 6-7=1, 7-8=1, 8-9=1, 9-10=-3, 10-13=1, 13-14=-2, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=9, 3-7=-9, 8-13=9, 13-14=6, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-146 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 3-5=1, 5-6=-3, 6-7=1, 7-8=1, 8-9=4, 9-10=-0, 10-13=4, 13-14=12, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=9, 3-7=-9, 8-13=12, 13-14=20, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-140 10) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-82, 3-5=-13, 5-6=-20, 6-7=-13, 7-8=-13, 8-9=-13, 9-10=-20, 10-13=-13, 13-14=-13, 19-22=-13, 17-19=-80, 15-17=-13, 6-9=-7 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-495 11) 1st Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-109, 3-5=-40, 5-6=-47, 6-7=-40, 7-8=-40, 8-9=-13, 9-10=-20, 10-13=-13, 13-14=-13, 19-22=-13, 17-19=-80, 15-17=-13, 6-9=-7 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-620 12) 2nd Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss AT02 Truss Type ATTIC Qty 5 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493276 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:42 2019 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Aaldp76v_ydS5AwlfFgQct8Pht8lHlMl7o_GEVyCLxd LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-82, 3-5=-13, 5-6=-20, 6-7=-13, 7-8=-40, 8-9=-40, 9-10=-47, 10-13=-40, 13-14=-40, 19-22=-13, 17-19=-80, 15-17=-13, 6-9=-7 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-620 13) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 3-5=11, 5-6=7, 6-7=11, 7-8=13, 8-9=11, 9-10=7, 10-13=11, 13-14=22, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-17, 1-2=21, 3-7=-19, 8-13=19, 13-14=30, 13-15=17 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-96 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 3-5=-10, 5-6=-14, 6-7=-10, 7-8=16, 8-9=6, 9-10=2, 10-13=6, 13-14=2, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=10, 1-2=24, 3-7=2, 8-13=14, 13-14=10, 13-15=13 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-82 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=16, 8-9=-10, 9-10=-14, 10-13=-10, 13-14=-0, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-13, 1-2=14, 3-7=-14, 8-13=-2, 13-14=8, 13-15=-10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-82 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=6, 8-9=6, 9-10=2, 10-13=6, 13-14=3, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=14, 3-7=-14, 8-13=14, 13-14=11, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-128 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-5=6, 5-6=2, 6-7=6, 7-8=6, 8-9=13, 9-10=9, 10-13=13, 13-14=21, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=14, 3-7=-14, 8-13=21, 13-14=29, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-99 18) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 3-5=1, 5-6=-3, 6-7=1, 7-8=1, 8-9=1, 9-10=-3, 10-13=1, 13-14=-2, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=9, 3-7=-9, 8-13=9, 13-14=6, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-146 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 3-5=1, 5-6=-3, 6-7=1, 7-8=1, 8-9=4, 9-10=-0, 10-13=4, 13-14=12, 19-22=-8, 17-19=-16, 15-17=-8, 6-9=-4 Horz: 1-22=-10, 1-2=9, 3-7=-9, 8-13=12, 13-14=20, 13-15=10 Drag: 5-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 34=-140 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493277 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-emJ?1T7XlGlJjKVxDyBf84gjsHZ00JcvMSjqmyyCLxc Scale = 1:73.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 10-8-8 10-8-8 4-7-212-7-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.04 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 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* 9-10: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-15,3-16,2-17: 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 9-10, 8-11, 7-12, 6-13, 5-14 REACTIONS.All bearings 10-8-8. (lb) - Max Horz 18=241(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 11, 12, 13, 14, 15, 16 except 17=-851(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16, 17 except 18=1005(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-991/77, 1-2=-283/28, 2-3=-267/27 WEBS 1-17=-74/875 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) 18, 10, 11, 12, 13, 14, 15, 16 except (jt=lb) 17=851. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493278 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-6ytNEp8AWatAKU47mgjuhIDvzgtolpG2a6TNIOyCLxb Scale = 1:79.7 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-021-7-0 -0-10-8 0-10-8 10-9-8 10-9-8 21-7-0 10-9-8 22-5-8 0-10-8 0-10-1411-8-60-10-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 21 21 22 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 162 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 10-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 21-7-0. (lb) - Max Horz 39=-275(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 39=-170(LC 4), 22=-120(LC 5), 38=-167(LC 5), 23=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 22, 31, 32, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except 39=269(LC 5), 30=315(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-262/189, 9-10=-30/253, 10-11=-32/274, 11-12=-32/274, 12-13=-30/253 WEBS 11-30=-325/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except (jt=lb) 39=170, 22=120, 38=167, 23=151. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493279 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-2L_7fV9Q2B7uanEWu5lMmjI6XUWnDbyL2QyUNGyCLxZ Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 5x12 5x8 6x6 5x8 3x8 8x16 3x6 8x8 3x6 3x6 3x4 8x8 4x6 3x8 4x6 6x6 3x6 6x6 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 16-8-0 9-1-141-0-03-11-0 3-11-0 7-3-12 3-4-12 17-0-0 9-8-4 24-3-4 7-3-4 27-8-0 3-4-12 31-7-0 3-11-0 -0-10-8 0-10-8 3-11-0 3-11-0 7-3-12 3-4-12 10-8-0 3-4-4 11-5-13 0-9-13 13-0-0 1-6-3 18-7-0 5-7-0 20-1-3 1-6-3 20-11-0 0-9-13 24-3-4 3-4-4 27-8-0 3-4-12 31-7-0 3-11-0 32-5-8 0-10-8 2-3-012-0-02-3-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-6-0,0-3-4], [4:0-0-0,0-2-12], [7:0-4-12,0-2-12], [11:0-4-0,0-3-4], [11:0-0-0,0-2-12], [13:0-2-14,0-2-0], [16:0-2-8,0-3-0], [17:0-3-8,0-6-0] , [19:0-3-8,0-6-0], [20:0-2-8,0-3-0], [31:0-4-0,0-1-4], [35:0-1-14,0-1-0], [36:0-2-3,0-0-0], [44:0-2-3,0-0-0], [46:0-1-14,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.35 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.68 0.01 0.07 (loc) 17-19 17-19 15 17-19 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 5-19,10-17,2-21,13-15,24-25,26-27: 2x4 SPF-S Stud 6-9,28-29: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size)21=1543/0-3-8, 15=1543/0-3-8 Max Horz 21=-187(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1494/0, 3-5=-1885/0, 5-6=-1245/31, 6-7=0/414, 7-8=0/647, 8-9=0/455, 9-10=-1246/31, 10-12=-1882/0, 12-13=-1494/0, 2-21=-1427/0, 13-15=-1427/0 BOT CHORD 19-20=0/1184, 17-19=0/1260, 16-17=0/1184 WEBS 5-19=0/955, 6-22=-1790/0, 22-23=-1783/0, 9-23=-1845/0, 10-17=0/948, 3-20=-830/0, 12-16=-825/0, 13-16=0/1250, 2-20=0/1251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-22, 22-23, 9-23; Wall dead load (5.0psf) on member(s).5-19, 10-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. MEMBERS REMOVED UPON INSTALLATION December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493280 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-2L_7fV9Q2B7uanEWu5lMmjIF8UaRDlFL2QyUNGyCLxZ Scale = 1:20.8 1 2 3 4 5 8 7 6 2x4 3x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 1-7-8 1-7-8 3-0-0 1-4-8 2-0-03-6-02-9-126.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 4 5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=99/1-7-8, 6=187/1-7-8, 7=-27/1-7-8 Max Horz 8=103(LC 5) Max Uplift 8=-42(LC 4), 6=-147(LC 5), 7=-40(LC 5) Max Grav 8=162(LC 5), 6=187(LC 1), 7=21(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 8, 7 except (jt=lb) 6=147. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493281 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-XXYWsqA2pVFkBxpiSoGcJwrQuuwgyCVUH4h1vjyCLxY Scale = 1:20.8 1 2 3 4 5 8 7 6 2x4 3x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 1-7-8 1-7-8 3-0-0 1-4-8 2-0-03-6-02-9-126.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 4 5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=99/1-7-8, 6=187/1-7-8, 7=-27/1-7-8 Max Horz 8=103(LC 5) Max Uplift 8=-42(LC 4), 6=-147(LC 5), 7=-40(LC 5) Max Grav 8=162(LC 5), 6=187(LC 1), 7=21(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 8, 7 except (jt=lb) 6=147. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493282 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-?j6u4ABgZoNbp5Nv?Wnrr8NbAIFAhd0eVjRbR9yCLxX Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-812-7-8 5-4-4 5-4-4 12-7-8 7-3-4 2-6-26-6-51-0-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-8. (lb) - Max Horz 21=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 17, 18, 19, 20, 16, 15, 14 except 12=-146(LC 5), 13=-151(LC 4) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 17, 18, 19, 20, 16, 15, 14, 13 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 17, 18, 19, 20, 16, 15, 14 except (jt=lb) 12=146, 13=151. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE07 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493283 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-tVMPwYEBd1u1IihgELsn0_YDovXrdMADQLPoawyCLxT Scale = 1:72.5 1 2 3 4 5 6 7 8 9 29 27 26 25 24 23 22 21 20 19 18 17 16 15 13 11 10 68 28 69 14 12 3x4 5x8 5x8 5x6 4x6 3x6 5x6 3x4 3x4 3x8 3x4 3x6 3x4 3x6 3x6 3x6 6-11-86-11-8 10-1-03-1-8 15-10-85-9-8 16-2-110-4-3 22-4-56-1-11 24-9-82-5-3 28-2-83-5-0 29-9-81-7-0 31-9-51-11-14 34-0-112-3-5 36-11-02-10-5 5-1-12 5-1-12 10-1-0 4-11-4 16-2-11 6-1-11 22-4-5 6-1-11 28-2-8 5-10-3 34-0-11 5-10-3 36-11-0 2-10-5 2-6-210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,0-2-0], [7:0-0-0,0-1-12], [7:0-2-12,0-3-4], [9:Edge,0-1-8], [25:0-2-11,0-1-8], [53:0-1-3,0-0-8], [56:0-1-3,0-0-8], [59:0-1-3,0-0-8], [65:0-2-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.50 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.01 0.00 (loc) 28-29 28-29 10 13 l/defl >999 >522 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 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* 3-22,5-22: 2x4 SPF No.2, 1-29: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 36-37,38-39: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-27, 3-22, 4-22, 5-22, 5-17 REACTIONS.All bearings 17-10-0 except (jt=length) 10=0-3-8, 11=4-6-11, 11=4-6-11, 29=0-3-8, 28=0-3-8, 14=0-3-8, 12=0-3-8. (lb) - Max Horz 29=-295(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 17, 29, 16 except 27=-121(LC 5), 22=-204(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 18, 19, 20, 21, 23, 24, 26, 16, 14, 12 except 11=514(LC 11), 11=502(LC 1), 27=310(LC 10), 22=717(LC 1), 17=463(LC 11), 29=379(LC 10), 28=299(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-346/102 WEBS 4-22=-426/178, 6-17=-285/172, 8-11=-432/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 17, 29, 16 except (jt=lb) 27=121, 22=204. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE08 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493284 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ptT9KEGR9e8lX0r2MmuF5PdZmiFn5MoWufuvfpyCLxR Scale = 1:62.5 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x4 3x4 3x6 3x4 4x6 4x6 31-11-031-11-0 8-9-8 8-9-8 21-0-13 12-3-5 31-11-0 10-10-3 3-5-1210-0-141-11-410-0-149.00 12 Plate Offsets (X,Y)-- [8:0-2-0,0-2-0], [18:0-4-0,0-2-0], [39:0-3-0,0-1-4], [39:0-0-0,0-1-12], [40:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.28 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 269 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 No.2 *Except* 6-47,5-48,4-49,3-50,2-51,20-33,21-32,22-31,23-30,24-29,25-28: 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.): 8-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-35, 17-36, 16-37, 15-38, 14-40, 13-41, 12-42, 11-43, 10-44, 9-45, 7-46, 19-34 REACTIONS.All bearings 31-11-0. (lb) - Max Horz 52=-184(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 35, 36, 37, 38, 40, 41, 42, 43, 44, 47, 48, 49, 50, 34, 33, 32, 31, 30, 29 except 52=-150(LC 4), 27=-271(LC 5), 51=-143(LC 5), 28=-299(LC 4) Max Grav All reactions 250 lb or less at joint(s) 52, 35, 36, 37, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 34, 33, 32, 31, 30, 29 except 27=341(LC 4), 28=281(LC 5) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 36, 37, 38, 40, 41, 42, 43, 44, 47, 48, 49, 50, 34, 33, 32, 31, 30, 29 except (jt=lb) 52=150, 27=271, 51=143, 28=299. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493285 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-I41XYaG3wyGc9AQFwUPUdcAnW6eSqoVg6JdSBFyCLxQ Scale = 1:69.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x6 3x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-6-131-6-13 13-0-311-5-6 14-7-01-6-13 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 1-3-010-4-61-3-01-7-215.00 12 15.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.12 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 94 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* 8-22: 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 8-22 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 28=267(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 21, 20, 19, 18 except 28=-414(LC 4), 27=-478(LC 5), 17=-125(LC 4), 26=-129(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 23, 24, 25, 26, 21, 20, 19, 18 except 28=403(LC 5), 27=477(LC 4), 22=414(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-28/307, 7-8=-30/353, 8-9=-30/353, 9-10=-28/307 BOT CHORD 27-28=-254/311 WEBS 8-22=-488/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 16, 23, 24, 25, 21, 20, 19, 18 except (jt=lb) 28=414, 27=478, 17=125, 26=129. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 27, 17, 22, 23, 24, 25, 26, 21, 20, 19, 18. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493286 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-mGbvlvHhhGOTnK?RTBwjAqj?pW_wZFWpLzN0jhyCLxP Scale = 1:46.7 1 2 3 4 5 9 8 7 6 2x4 3x6 4x6 2x4 3x6 2x4 5x12 5x12 2x4 2x4 2x4 2-3-132-3-13 5-5-33-1-6 7-9-02-3-13 2-3-13 2-3-13 3-10-8 1-6-11 5-5-3 1-6-11 7-9-0 2-3-13 1-6-56-4-71-6-52-5-215.00 12 15.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.05 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-8: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=298/0-4-8, 6=298/0-4-8 Max Horz 9=-161(LC 4) Max Uplift 9=-21(LC 7), 6=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-282/82, 1-2=-494/116, 2-3=-459/194, 3-4=-459/129, 4-5=-494/65, 5-6=-282/43 WEBS 3-7=-90/314, 5-7=-59/293, 3-8=-241/337, 1-8=-23/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE11 Truss Type Valley Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493287 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-mGbvlvHhhGOTnK?RTBwjAqj?1W?6ZGPpLzN0jhyCLxP Scale = 1:29.7 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-2-15 4-2-15 0-0-45-3-1015.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-15. (lb) - Max Horz 1=146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/36 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss GE12 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493288 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ES9IzFIKSZWKOUZd1vSyj1FAxwLEIjQzad6ZG8yCLxO Scale = 1:13.6 1 2 3 4 2x4 2x4 3x6 -0-10-8 0-10-8 1-11-8 1-11-8 0-7-142-1-89.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=60/1-11-8, 2=138/1-11-8 Max Horz 2=55(LC 5) Max Uplift 4=-17(LC 5), 2=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493289 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ifjgAbJyDteB0d8qbczBFFoG8Kd714j6oHs6oayCLxN Scale = 1:74.6 1 2 3 4 5 6 10 9 8 7 11 12 13 3x4 6x16 3x4 3x8 3x4 3x6 2x4 2x4 4x8 3x4 5-4-35-4-3 10-8-55-4-3 16-3-05-6-11 -0-10-8 0-10-8 5-4-3 5-4-3 10-8-5 5-4-3 16-3-0 5-6-11 0-7-1412-10-210-1-1212-10-29.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-0,0-3-2], [6:0-6-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.32 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.11 0.25 0.05 (loc) 7-8 7-8 12 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 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* 6-7,6-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 1 Row at midpt 5-8, 6-8 REACTIONS.(lb/size)2=716/0-3-8, 12=739/0-3-0 Max Horz 2=390(LC 6) Max Uplift 2=-77(LC 6), 12=-325(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-857/231, 3-5=-505/100, 5-6=-526/254 BOT CHORD 2-10=-465/596, 8-10=-465/596 WEBS 3-8=-345/294, 5-8=-356/211, 6-8=-577/793, 6-12=-747/489 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=325. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493290 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ifjgAbJyDteB0d8qbczBFFoLVKhb1A96oHs6oayCLxN Scale = 1:18.2 1 2 3 5 4 2x4 2x4 3x4 3x4 -0-10-8 0-10-8 2-0-0 2-0-0 2-0-03-0-02-8-80-3-83-0-06.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/0-3-8, 4=50/0-1-8 Max Horz 5=76(LC 6) Max Uplift 4=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss M03 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493291 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ArH2OxJa_Bm1enj09KUQoSLQfj_emY4F1xbgK0yCLxM Scale = 1:69.8 1 2 3 6 5 4 7 8 9 3x6 5x8 3x4 2x4 2x4 3x8 3x4 5-6-05-6-0 11-0-05-6-0 5-6-0 5-6-0 11-0-0 5-6-0 4-7-212-10-210-1-1212-10-29.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.24 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.08 0.19 0.04 (loc) 4-5 4-5 8 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5,1-5: 2x3 SPF No.2, 1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 3-5 REACTIONS.(lb/size)6=454/Mechanical, 8=515/0-3-0 Max Horz 6=241(LC 6) Max Uplift 8=-306(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/31, 2-3=-349/206, 1-6=-415/3 BOT CHORD 5-6=-253/22 WEBS 2-5=-383/237, 3-5=-487/445, 3-8=-520/432 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=306. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493292 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:57:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ArH2OxJa_Bm1enj09KUQoSLXfj1smdWF1xbgK0yCLxM Scale = 1:21.2 1 2 4 3 2x4 3x6 2x4 3x6 1-6-131-6-13 1-10-5 1-10-5 1-3-03-6-141-11-121-7-215.00 12 15.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=63/0-3-8, 3=63/Mechanical Max Horz 4=78(LC 6) Max Uplift 3=-94(LC 6) Max Grav 4=83(LC 6), 3=63(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss M05 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493293 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-e1rQbHKClUuuFxICi1?fKgtiK7N?V4APGbLDsTyCLxL Scale = 1:13.6 1 2 3 4 2x4 3x6 2x4 1-11-81-11-8 -0-10-8 0-10-8 1-11-8 1-11-8 0-7-142-1-81-10-00-3-82-1-89.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=138/0-3-8, 4=60/0-1-8 Max Horz 2=66(LC 6) Max Uplift 2=-17(LC 6), 4=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493294 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-6DOoodLqWo0lt5tOGkWuttQpmXf6ET9YVF4nPvyCLxK Scale = 1:69.8 12 3 4 5 6 9 8 7 10 11 12 13 3x4 5x8 2x4 3x6 3x6 2x4 2x4 4x8 3x4 5-5-105-5-10 10-8-95-2-15 16-3-05-6-7 -0-10-8 0-10-8 5-5-10 5-5-10 10-8-9 5-2-15 16-3-0 5-6-7 0-7-1412-10-210-1-1212-10-29.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-4], [6:0-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.24 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.15 0.02 (loc) 2-9 2-9 11 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,6-8: 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. REACTIONS.(lb/size)2=1335/0-3-8, 11=1009/0-3-0 Max Horz 2=391(LC 5) Max Uplift 2=-142(LC 5), 11=-350(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1753/114, 3-5=-719/21, 5-6=-748/173 BOT CHORD 2-9=-380/1284, 8-9=-380/1284 WEBS 3-9=-133/999, 3-8=-1014/267, 5-8=-364/211, 6-8=-424/1225, 6-11=-1019/354 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 11=350. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 896 lb down and 89 lb up at 5-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 2-13=-20, 7-13=-60 Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493294 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-6DOoodLqWo0lt5tOGkWuttQpmXf6ET9YVF4nPvyCLxK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-896(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss PB01 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493295 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-aQyB0zMSG68cVFSbqS17Q5z1sx2Rz_WijvqKxLyCLxJ Scale = 1:15.0 1 2 3 45 6 4x6 2x4 2x4 2x4 5-7-05-7-0 2-9-8 2-9-8 5-7-0 2-9-8 0-4-101-11-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=82/4-2-11, 4=82/4-2-11, 6=93/4-2-11 Max Horz 2=-26(LC 4) Max Uplift 2=-19(LC 6), 4=-22(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss PB02 Truss Type Piggyback Qty 22 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493296 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-aQyB0zMSG68cVFSbqS17Q5zzJx_Tzz3ijvqKxLyCLxJ Scale = 1:28.5 12 3 4 5 6 4x6 3x8 3x8 2x4 12-3-512-3-5 6-1-11 6-1-11 12-3-5 6-1-11 0-4-104-5-120-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-8-0,0-0-10] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.29 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.02 0.03 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: 33 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.(lb/size)2=255/10-11-0, 4=255/10-11-0, 6=410/10-11-0 Max Horz 2=97(LC 5) Max Uplift 2=-38(LC 6), 4=-46(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493297 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-3cWZDJM41PGT6P1nO9YMyIVCbLOgiRgryZZtTnyCLxI Scale = 1:15.0 1 2 3 45 6 4x6 2x4 2x4 2x4 5-7-05-7-0 2-9-8 2-9-8 5-7-0 2-9-8 0-4-101-11-100-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 5-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=82/4-2-11, 4=82/4-2-11, 6=93/4-2-11 Max Horz 2=-26(LC 4) Max Uplift 2=-19(LC 6), 4=-22(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493298 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Xo4xReNjojOKkYczxt4bVW2NokkDRuj?BDJR?EyCLxH Scale = 1:28.5 12 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-512-3-5 6-1-11 6-1-11 12-3-5 6-1-11 0-4-104-5-120-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 2=97(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 16, 17, 18, 14, 13, 12. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493299 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-??eJe_OLZ1WBMiBAVabq1jbYY84SALz8Qt2_YgyCLxG Scale = 1:28.5 12 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-512-3-5 6-1-11 6-1-11 12-3-5 6-1-11 0-4-104-5-120-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 2=97(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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, 16, 17, 18, 14, 13, 12. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T01 Truss Type Common Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493300 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-??eJe_OLZ1WBMiBAVabq1jbSz8sKAFf8Qt2_YgyCLxG Scale = 1:73.6 1 23 4 5 6 7 8 9 10 11 122122 23 24 3x4 4x6 3x4 12x12 4x6 5x12 2x4 2x4 12x12 4x6 10-9-810-9-8 21-7-010-9-8 -0-10-8 0-10-8 5-6-0 5-6-0 10-9-8 5-3-8 16-1-0 5-3-8 21-7-0 5-6-0 22-5-8 0-10-8 0-10-1411-8-60-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [10:0-5-15,Edge], [12:0-6-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.45 0.92 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.53 0.04 0.05 (loc) 12-15 12-15 2 12-15 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=1078/0-3-8, 10=1078/0-3-8 Max Horz 2=-254(LC 4) Max Uplift 2=-49(LC 6), 10=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1051/127, 4-6=-875/182, 6-8=-875/182, 8-10=-1051/127 BOT CHORD 2-12=-69/704, 10-12=0/704 WEBS 6-12=-138/769, 8-12=-275/199, 4-12=-275/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T02 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493301 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-TBChsKPzKKf2zsmM3I63ax7eGYM0vgeHeXoY46yCLxF Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x4 4x6 3x4 3x12 2x4 3x6 3x6 2x4 2x4 3x6 8x10 5x12 3x4 3x6 3x8 3x8 8x10 3x6 5x6 1-2-4 1-2-4 2-2-0 0-11-12 5-9-0 3-7-0 10-9-8 5-0-8 12-5-0 1-7-8 16-10-12 4-5-12 21-7-0 4-8-4 -0-10-8 0-10-8 1-2-4 1-2-4 2-2-0 0-11-12 5-9-0 3-7-0 10-9-8 5-0-8 12-5-0 1-7-8 16-10-12 4-5-12 21-7-0 4-8-4 22-5-8 0-10-8 0-10-1411-8-60-10-141-0-012.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [11:0-3-0,0-1-15] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.32 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.07 0.03 (loc) 15 17-18 13 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-20,8-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17 REACTIONS.(lb/size)2=910/0-3-8, 13=919/0-3-8 Max Horz 2=-275(LC 4) Max Uplift 2=-49(LC 6), 13=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-971/59, 3-4=-1406/102, 4-6=-1055/97, 6-7=-755/173, 7-8=-665/213, 8-10=-847/150, 10-11=-952/97, 11-13=-874/111 BOT CHORD 2-21=-131/510, 4-19=-85/282, 18-19=-177/1021, 17-18=-69/705, 16-17=0/528, 8-16=-37/280 WEBS 3-21=-608/133, 19-21=-190/736, 3-19=-56/624, 4-18=-345/118, 6-18=0/284, 6-17=-366/167, 7-17=-196/691, 8-17=-372/154, 14-16=0/575, 11-14=0/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T03 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493302 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-xNm43gQb5envb0KYd?dI78gpCygle7WRtBX5cZyCLxE Scale = 1:73.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 3x12 4x6 3x8 2x4 3x6 3x6 2x4 2x4 3x6 8x10 5x12 3x4 3x6 3x8 3x8 8x10 3x6 1-2-4 1-2-4 2-2-0 0-11-12 5-9-0 3-7-0 10-9-8 5-0-8 12-5-0 1-7-8 16-10-12 4-5-12 21-7-0 4-8-4 1-2-4 1-2-4 2-2-0 0-11-12 5-9-0 3-7-0 10-9-8 5-0-8 12-5-0 1-7-8 16-10-12 4-5-12 21-7-0 4-8-4 0-10-1411-8-60-10-141-0-012.00 12 Plate Offsets (X,Y)-- [1:0-5-1,0-2-11], [8:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.35 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.07 0.03 (loc) 11 13-14 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16,6-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size)1=858/0-3-8, 9=858/0-3-8 Max Horz 1=272(LC 5) Max Uplift 1=-26(LC 7), 9=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-987/71, 2-3=-1429/130, 3-4=-1061/113, 4-5=-759/180, 5-6=-667/220, 6-7=-853/162, 7-8=-955/96, 8-9=-812/78 BOT CHORD 1-17=-146/524, 3-15=-96/300, 14-15=-198/1036, 13-14=-84/709, 12-13=0/531, 6-12=-50/286 WEBS 2-17=-616/152, 15-17=-211/757, 2-15=-64/624, 3-14=-356/125, 4-14=0/285, 4-13=-369/171, 5-13=-205/694, 6-13=-372/160, 10-12=0/583, 8-10=0/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T04 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493303 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-PaKSH0QDsyvmDAvlAj8XfMCwkMySNWra6rHe8?yCLxD Scale = 1:85.2 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 4x6 3x6 2x4 3x6 8x10 2x4 10x10 3x4 5x12 3x6 3x6 6x8 3x6 4x8 3x6 3-8-123-8-12 7-3-03-6-4 9-9-112-6-11 12-4-52-6-11 15-9-83-5-3 17-6-81-9-0 -0-10-8 0-10-8 3-8-12 3-8-12 7-3-0 3-6-4 9-9-11 2-6-11 12-4-5 2-6-11 15-9-8 3-5-3 17-6-8 1-9-0 2-3-014-1-22-7-1010-1-126-3-129.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.64 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.74 0.63 0.41 (loc) 15 13-14 10 15 l/defl >700 >280 n/a >499 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-15: 2x3 SPF No.2, 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-14: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. REACTIONS.(lb/size)17=753/0-3-8, 10=688/Mechanical Max Horz 17=401(LC 6) Max Uplift 10=-195(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/0, 3-4=-3717/1403, 4-6=-3522/1230, 6-7=-2895/969, 7-8=-411/104, 8-9=-386/123, 2-17=-717/0, 9-10=-689/200 BOT CHORD 16-17=-381/69, 15-16=-257/429, 14-15=-314/576, 13-14=-1644/3647, 12-13=-1411/3491, 11-12=-787/2108 WEBS 3-14=-1463/3212, 6-12=-543/291, 7-12=-703/1944, 7-11=-1912/738, 8-11=-77/272, 2-16=0/484, 9-11=-156/531, 3-15=-682/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=195. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T05 Truss Type Common Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493304 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-tmtqUMRrdF1dqKUxkQfmCZl1ilL968ukKV0ChRyCLxC Scale = 1:40.4 1 2 3 6 5 4 3x8 4x6 6x6 2x4 3x4 3x8 5-4-45-4-4 12-7-87-3-4 5-4-4 5-4-4 12-7-8 7-3-4 2-6-26-6-51-0-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.42 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >929 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=493/0-3-8, 4=493/0-3-8 Max Horz 6=-171(LC 4) Max Uplift 6=-19(LC 7), 4=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-428/87, 2-3=-474/72, 1-6=-454/63, 3-4=-427/78 WEBS 1-5=-18/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T06 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493305 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-LyRChiSTOZ9UST37I7A?knIEp9e1rPQtZ9mlDtyCLxB Scale = 1:73.2 1 2 3 4 5 6 7 8 9101918171615141312 11 20 21 22 3x4 5x8 5x6 3x6 4x6 3x4 3x6 5x6 3x4 3x4 3x6 4x6 4x8 3x6 3x4 3x6 4x8 3x6 10-1-010-1-0 12-5-122-4-12 22-4-59-10-9 28-2-85-10-3 34-0-115-10-3 36-11-02-10-5 5-1-12 5-1-12 10-1-0 4-11-4 16-2-11 6-1-11 22-4-5 6-1-11 28-2-8 5-10-3 34-0-11 5-10-3 36-11-0 2-10-5 37-9-8 0-10-8 2-6-210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-4-0,0-2-0], [9:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.63 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.59 0.14 0.05 (loc) 15-17 18-19 11 12-13 l/defl >999 >249 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 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-11,1-19: 2x4 SPF-S Stud, 3-17,4-17,4-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 4-17, 5-15 REACTIONS.(lb/size)11=773/0-3-8, 17=2616/0-3-8, 19=-22/0-3-8 Max Horz 19=-273(LC 4) Max Uplift 11=-90(LC 7), 19=-247(LC 11) Max Grav 11=779(LC 11), 17=2616(LC 1), 19=200(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/663, 3-4=0/730, 5-6=-417/160, 6-8=-882/116, 8-9=-2143/86, 9-11=-777/88 BOT CHORD 18-19=-339/264, 17-18=-487/275, 15-17=-263/242, 13-15=0/637, 12-13=0/1599 WEBS 2-18=-379/159, 3-18=-28/461, 3-17=-1135/52, 4-17=-1304/147, 4-15=-13/935, 6-15=-537/156, 6-13=0/351, 8-13=-978/103, 8-12=0/734, 9-12=-13/1723, 2-19=0/645 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 19=247. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493306 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-q9?av2T69tHK4deJsriEH_qOfZzgaqF0ooVIlKyCLxA Scale = 1:73.4 1 2 3 4 5 6 7 8 9101918171615141312 11 20 21 22 23 3x4 5x6 5x8 3x6 5x12 3x6 3x6 6x18 MT18HS 3x4 3x6 3x8 2x4 3x6 3x6 3x6 5x8 4x8 3x6 10-1-010-1-0 16-2-116-1-11 22-4-56-1-11 28-2-85-10-3 34-0-115-10-3 36-11-02-10-5 5-1-12 5-1-12 10-1-0 4-11-4 16-2-11 6-1-11 22-4-5 6-1-11 28-2-8 5-10-3 34-0-11 5-10-3 36-11-0 2-10-5 37-9-8 0-10-8 2-6-210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-4,0-2-0], [5:0-6-0,0-2-0], [9:0-3-4,0-1-8], [13:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.67 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.66 0.39 0.10 (loc) 18-19 18-19 11 12-13 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19,12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-11,1-19: 2x4 SPF-S Stud, 3-16,5-16: 2x4 SPF No.2 9-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-14, 8-13, 2-19 REACTIONS.(lb/size)11=1675/0-3-8, 19=1751/0-3-8 Max Horz 19=-307(LC 4) Max Uplift 11=-85(LC 7), 19=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1783/229, 3-4=-1630/251, 4-5=-1630/251, 5-6=-2051/246, 6-8=-2655/201, 8-9=-5122/235, 9-11=-1671/133 BOT CHORD 18-19=-161/1239, 16-18=-93/1350, 14-16=0/1551, 13-14=0/2079, 12-13=-102/3879 WEBS 2-18=-77/276, 3-18=-14/290, 3-16=-154/594, 4-16=-414/177, 5-16=-175/289, 5-14=-23/719, 6-14=-722/147, 6-13=0/492, 8-13=-1830/137, 8-12=0/1632, 9-12=-137/4228, 2-19=-1792/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493307 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ILZy6OTkwAPBhnDWPYDTqBNZ1zKjJOWA1SFsImyCLx9 Scale: 3/16"=1' 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8161718 3x4 4x6 4x6 3x6 3x4 3x4 3x4 4x6 3x4 3x8 3x6 3x4 4x8 2x4 3x4 10-1-010-1-0 12-5-122-4-12 22-4-59-10-9 28-2-85-10-3 32-9-114-7-3 5-1-12 5-1-12 10-1-0 4-11-4 16-2-11 6-1-11 22-4-5 6-1-11 28-2-8 5-10-3 32-9-11 4-7-3 2-6-210-0-142-2-1410-0-149.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [5:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.62 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.59 0.01 0.01 (loc) 11-13 14-15 8 9-11 l/defl >900 >252 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-13,4-11: 2x4 SPF No.2, 1-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-13 REACTIONS.(lb/size)13=1646/0-3-8, 15=512/0-3-8, 8=819/Mechanical Max Horz 15=-179(LC 4) Max Uplift 13=-40(LC 5), 15=-11(LC 6), 8=-28(LC 7) Max Grav 13=1646(LC 1), 15=533(LC 10), 8=824(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-473/155, 5-6=-705/141, 6-7=-766/84, 7-8=-768/72 BOT CHORD 11-13=-75/251, 9-11=-16/564 WEBS 3-14=-35/343, 3-13=-595/61, 4-13=-837/173, 4-11=-15/429, 7-9=-13/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493308 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-mX7LKjUMhUX2JxoizGkiMPwkVNeH2mNJF6_PqCyCLx8 Scale = 1:67.0 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10202122 3x4 4x6 4x6 4x6 3x4 2x4 2x4 5x12 3x6 2x4 2x4 3x4 3x4 3x12 3x4 8x10 3x6 4x8 3x12 10-1-010-1-0 16-2-116-1-11 22-0-05-9-5 23-8-01-8-0 28-2-84-6-8 32-9-114-7-3 5-1-12 5-1-12 10-1-0 4-11-4 16-2-11 6-1-11 22-0-0 5-9-5 22-4-5 0-4-5 23-8-0 1-3-11 28-2-8 4-6-8 32-9-11 4-7-3 2-6-210-0-142-2-142-0-010-0-149.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [6:0-4-0,0-2-0], [14:0-5-12,0-2-4] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.66 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.60 0.11 0.04 (loc) 18-19 18-19 10 13 l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E, 5-15,7-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16: 2x4 SPF No.2, 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 4-16, 2-19 REACTIONS.(lb/size)10=1376/Mechanical, 19=1513/0-3-8 Max Horz 19=218(LC 5) Max Uplift 10=-28(LC 7), 19=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1482/215, 3-4=-1235/233, 4-5=-1314/217, 5-6=-1319/217, 6-7=-1582/248, 7-8=-1837/216, 8-9=-1348/133, 9-10=-1333/121 BOT CHORD 18-19=-165/1044, 16-18=-101/1109, 13-14=-11/1409, 7-13=-19/421 WEBS 3-18=-14/342, 3-16=-157/312, 4-16=-538/165, 14-16=-103/1288, 6-14=-121/663, 11-13=-57/1115, 8-13=-72/461, 8-11=-850/110, 2-19=-1492/91, 9-11=-47/1086, 7-14=-450/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 19. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493309 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-mX7LKjUMhUX2JxoizGkiMPwoENaM2prJF6_PqCyCLx8 Scale = 1:62.9 1 2 3 4 5 6 7 14 13 12 11 10 9 815161718 2x4 4x6 4x6 4x6 3x4 3x4 3x4 3x8 2x4 3x4 3x6 3x6 4x6 2x4 8-9-88-9-8 14-11-36-1-11 21-0-136-1-11 26-11-05-10-3 31-6-34-7-3 3-10-4 3-10-4 8-9-8 4-11-4 14-11-3 6-1-11 21-0-13 6-1-11 26-11-0 5-10-3 31-6-3 4-7-3 3-5-1210-0-142-2-1410-0-149.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [5:0-4-4,0-2-0], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.91 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.44 0.05 0.03 (loc) 13-14 13-14 8 12 l/defl >999 >842 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* 3-12,5-12: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 2-14 REACTIONS.(lb/size)14=1510/Mechanical, 8=1403/Mechanical Max Horz 14=-177(LC 4) Max Uplift 14=-20(LC 6), 8=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1355/192, 3-4=-1224/219, 4-5=-1224/219, 5-6=-1448/203, 6-7=-1378/126, 7-8=-1358/112 BOT CHORD 13-14=-149/801, 12-13=-98/1009, 10-12=-12/1070, 9-10=-49/1053 WEBS 2-13=-65/378, 3-12=-147/465, 4-12=-414/177, 5-12=-148/379, 5-10=-12/269, 6-9=-377/88, 2-14=-1460/130, 7-9=-49/1125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T11 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493310 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-EkhjX3V_Sofvx5NuXzFxvcSyQmwxnEpTUmkzMfyCLx7 Scale = 1:69.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 918192021 2x4 5x6 5x8 5x6 3x4 3x6 3x4 3x6 3x8 2x4 3x6 3x6 3x4 5x8 4x10 4x6 3x6 8-9-88-9-8 14-11-36-1-11 21-0-136-1-11 26-11-05-10-3 32-6-05-7-0 35-4-02-10-0 3-10-4 3-10-4 8-9-8 4-11-4 14-11-3 6-1-11 21-0-13 6-1-11 26-11-0 5-10-3 32-6-0 5-7-0 35-4-0 2-10-0 3-5-121-6-010-0-141-6-010-0-149.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-4,0-2-0], [5:0-6-0,0-2-0], [9:Edge,0-2-8], [10:0-2-8,0-2-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.95 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.48 0.11 0.07 (loc) 16-17 16-17 9 10-11 l/defl >999 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 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* 3-14,5-14,8-10: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-14, 6-13, 7-11, 2-17 REACTIONS.(lb/size)9=1540/Mechanical, 17=1681/Mechanical Max Horz 17=-193(LC 4) Max Uplift 17=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1546/206, 3-4=-1484/238, 4-5=-1484/238, 5-6=-1905/238, 6-7=-2460/199, 7-8=-3104/203, 8-9=-1473/108 BOT CHORD 16-17=-143/904, 14-16=-86/1161, 13-14=0/1435, 11-13=-91/1924, 10-11=-217/3224 WEBS 2-16=-63/451, 3-14=-144/662, 4-14=-414/177, 5-13=-23/677, 6-13=-668/147, 6-11=0/452, 7-11=-1329/129, 7-10=-1386/155, 8-10=-218/3347, 2-17=-1658/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T12 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493311 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-iwF5lPWcD5nmYFy55hmARq?B?APyWnFcjQTWu5yCLx6 Scale = 1:66.0 1 2 3 4 5 6 7 12 11 10 9 8 2x4 5x6 4x6 5x6 2x4 5x6 5x6 3x8 3x6 3x6 1-6-131-6-13 7-3-85-8-11 13-0-35-8-11 14-7-01-6-13 -0-10-8 0-10-8 1-6-13 1-6-13 7-3-8 5-8-11 13-0-3 5-8-11 14-7-0 1-6-13 15-5-8 0-10-8 1-3-010-4-61-3-01-7-215.00 12 15.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:Edge,0-1-14], [6:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.33 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.10 0.02 (loc) 9-10 9-10 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=633/0-3-8, 8=633/0-3-8 Max Horz 12=-267(LC 4) Max Uplift 12=-37(LC 7), 8=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-574/112, 2-3=-1065/290, 3-4=-554/95, 4-5=-554/106, 5-6=-1065/42, 6-8=-574/9 BOT CHORD 11-12=-347/384, 10-11=-405/703, 9-10=-3/667 WEBS 4-10=-19/395, 5-10=-418/183, 5-9=0/339, 6-9=-31/785, 3-10=-442/366, 3-11=-306/537, 2-11=-219/785 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493312 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-A6pTylXEzPvdAOWHeOHP_1YGeacTF4kmx4D3RXyCLx5 Scale = 1:72.7 1 2 3 4 5 6 7 8 9101918171615141312 11 20 21 22 23 2x4 5x6 5x8 3x6 5x12 3x6 3x6 6x16 3x4 3x6 3x8 2x4 3x6 3x6 3x6 5x8 4x6 3x6 8-9-88-9-8 14-11-36-1-11 21-0-136-1-11 26-11-05-10-3 32-9-35-10-3 35-7-82-10-5 3-10-4 3-10-4 8-9-8 4-11-4 14-11-3 6-1-11 21-0-13 6-1-11 26-11-0 5-10-3 32-9-3 5-10-3 35-7-8 2-10-5 36-6-0 0-10-8 3-5-1210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-4,0-2-0], [5:0-6-0,0-2-0], [9:0-3-4,0-1-8], [12:0-5-0,0-3-0], [13:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.95 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.50 0.38 0.10 (loc) 18-19 18-19 11 12-13 l/defl >999 >849 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-11,1-19: 2x4 SPF-S Stud, 3-16,5-16,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-14, 8-13, 2-19 REACTIONS.(lb/size)11=1612/0-3-8, 19=1691/Mechanical Max Horz 19=-270(LC 4) Max Uplift 11=-82(LC 7), 19=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1557/203, 3-4=-1499/234, 4-5=-1499/234, 5-6=-1934/232, 6-8=-2529/185, 8-9=-4901/209, 9-11=-1619/126 BOT CHORD 18-19=-149/910, 16-18=-92/1170, 14-16=0/1457, 13-14=0/1979, 12-13=-81/3707 WEBS 2-18=-63/455, 3-16=-143/673, 4-16=-414/177, 5-14=-24/708, 6-14=-713/146, 6-13=0/485, 8-13=-1756/129, 8-12=0/1564, 9-12=-114/4015, 2-19=-1670/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss T15 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493313 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-eIMr95Xskj1UoY5TC5peWF4bW_9q_livAkydzzyCLx4 Scale = 1:43.7 1 2 3 4 5 9 8 7 6 2x4 3x6 4x6 3x6 2x4 5x12 5x12 2x4 2x4 2-3-132-3-13 5-5-33-1-6 7-9-02-3-13 2-3-13 2-3-13 3-10-8 1-6-11 5-5-3 1-6-11 7-9-0 2-3-13 1-6-56-4-71-6-52-5-215.00 12 15.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.05 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-8: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=298/0-4-8, 6=298/0-4-8 Max Horz 9=-161(LC 4) Max Uplift 9=-21(LC 7), 6=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-282/82, 1-2=-494/116, 2-3=-459/194, 3-4=-459/129, 4-5=-494/65, 5-6=-282/43 WEBS 3-7=-90/314, 5-7=-59/293, 3-8=-241/337, 1-8=-23/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493314 8.240 s Jul 27 2019 MiTek Industries, Inc. Wed Dec 4 15:08:15 2019 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-?zAc17FlXPVpWIBAbNStP69IuaBeYXrb82zl0KyCJ9_ Scale = 1:72.6 1 2 3 4 5 9 8 7 61011121314151617 18 19 20 4x8 6x8 8x8 5x12 3x12 5x12 3x12 10x16 10x16 5-6-85-6-8 10-9-85-3-0 16-0-85-3-0 21-7-05-6-8 5-6-8 5-6-8 10-9-8 5-3-0 16-0-8 5-3-0 21-7-0 5-6-8 0-10-1411-8-60-10-1412.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-0-3], [1:0-3-13,0-0-13], [1:Edge,0-3-12], [5:0-0-15,0-0-3], [5:0-3-13,0-0-13], [5:0-0-13,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.48 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.04 0.05 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 442 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-7,2-7: 2x4 SPF-S Stud WEDGE Left: 2x10 SP 2400F 2.0E, Right: 2x10 SP 2400F 2.0E 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.(lb/size)1=11557/0-3-8, 5=10071/0-3-8 Max Horz 1=-260(LC 3) Max Uplift 1=-225(LC 6), 5=-206(LC 5) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11879/282, 2-3=-7668/303, 3-4=-7666/303, 4-5=-11639/279 BOT CHORD 1-10=-206/7940, 10-11=-206/7940, 11-12=-206/7940, 12-13=-206/7940, 9-13=-206/7940, 9-14=-206/7940, 8-14=-206/7940, 8-15=-206/7940, 7-15=-206/7940, 7-16=-112/7772, 16-17=-112/7772, 17-18=-112/7772, 6-18=-112/7772, 6-19=-112/7772, 19-20=-112/7772, 5-20=-112/7772 WEBS 3-7=-319/10366, 4-7=-3678/246, 4-6=-52/5623, 2-7=-3932/248, 2-9=-55/5984 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 1 and 206 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1671 lb down and 29 lb up at 1-2-4, 1729 lb down and 32 lb up at 2-3-0, 1490 lb down and 32 lb up at 3-11-4, 1729 lb down and 32 lb up at 5-0-0, 1671 lb down and 29 lb up at 6-11-4, 1661 lb down and 31 lb up at 8-11-4, 1661 lb down and 31 lb up at 10-11-4, 1661 lb down and 31 lb up at 12-11-4, 1661 lb down and 31 lb up at 14-11-4, 1661 lb down and 31 lb up at 15-7-15, and 1661 lb down and 31 lb up at 17-7-15, and 1667 lb down and 42 lb up at 19-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493314 8.240 s Jul 27 2019 MiTek Industries, Inc. Wed Dec 4 15:08:15 2019 Page 2 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-?zAc17FlXPVpWIBAbNStP69IuaBeYXrb82zl0KyCJ9_ LOAD CASE(S) 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1661(F) 10=-1671(F) 11=-1729(F) 12=-1490(F) 13=-1729(F) 14=-1671(F) 15=-1661(F) 16=-1661(F) 17=-1661(F) 18=-1661(F) 19=-1661(F) 20=-1667(F) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 1-5=-40 Concentrated Loads (lb) Vert: 7=-1013(F) 10=-1020(F) 11=-1065(F) 12=-897(F) 13=-1065(F) 14=-1020(F) 15=-1013(F) 16=-1013(F) 17=-1013(F) 18=-1013(F) 19=-1013(F) 20=-1014(F) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-5=9, 1-5=-12 Horz: 1-3=3, 3-5=21 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=-15, 1-5=-12 Horz: 1-3=-21, 3-5=-3 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=9, 1-5=-12 Horz: 1-3=-31, 3-5=21 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=19, 1-5=-12 Horz: 1-3=-21, 3-5=31 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=6, 3-5=2, 1-5=-12 Horz: 1-3=-18, 3-5=14 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=6, 1-5=-12 Horz: 1-3=-14, 3-5=18 Concentrated Loads (lb) Vert: 7=31(F) 10=29(F) 11=32(F) 12=32(F) 13=32(F) 14=29(F) 15=31(F) 16=31(F) 17=31(F) 18=31(F) 19=31(F) 20=42(F) 9) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-20, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1661(F) 10=-1671(F) 11=-1729(F) 12=-1490(F) 13=-1729(F) 14=-1671(F) 15=-1661(F) 16=-1661(F) 17=-1661(F) 18=-1661(F) 19=-1661(F) 20=-1667(F) 10) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1661(F) 10=-1671(F) 11=-1729(F) 12=-1490(F) 13=-1729(F) 14=-1671(F) 15=-1661(F) 16=-1661(F) 17=-1661(F) 18=-1661(F) 19=-1661(F) 20=-1667(F) 11) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 3-5=9, 1-5=-12 Horz: 1-3=3, 3-5=21 Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=-15, 1-5=-12 Horz: 1-3=-21, 3-5=-3 Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=19, 3-5=9, 1-5=-12 Horz: 1-3=-31, 3-5=21 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493314 8.240 s Jul 27 2019 MiTek Industries, Inc. Wed Dec 4 15:08:15 2019 Page 3 Builders Firstsource, Mooresville, Indiana 46158 ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-?zAc17FlXPVpWIBAbNStP69IuaBeYXrb82zl0KyCJ9_ LOAD CASE(S) Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=9, 3-5=19, 1-5=-12 Horz: 1-3=-21, 3-5=31 Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=6, 3-5=2, 1-5=-12 Horz: 1-3=-18, 3-5=14 Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=2, 3-5=6, 1-5=-12 Horz: 1-3=-14, 3-5=18 Concentrated Loads (lb) Vert: 7=-169(F) 10=-155(F) 11=-163(F) 12=-137(F) 13=-163(F) 14=-155(F) 15=-169(F) 16=-169(F) 17=-169(F) 18=-169(F) 19=-169(F) 20=-175(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493315 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-bhUcanZ7GKHC1sFsKWr6cgAt7npeSYiCe2Rk1syCLx2 Scale = 1:17.1 1 2 3 6 5 478 3x4 4x6 3x4 6x8 2x4 4x6 3-6-03-6-0 7-0-03-6-0 3-6-0 3-6-0 7-0-0 3-6-0 2-5-6LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.21 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1745/Mechanical, 4=1745/Mechanical Max Horz 6=-38(LC 3) Max Uplift 6=-389(LC 3), 4=-389(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1293/279, 1-2=-1733/404, 2-3=-1733/404, 3-4=-1293/279 WEBS 1-5=-447/1915, 2-5=-543/128, 3-5=-447/1915 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=389, 4=389. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 675 lb down and 213 lb up at 1-6-0, and 675 lb down and 213 lb up at 3-6-0, and 675 lb down and 213 lb up at 5-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-175(F=-135), 4-6=-43(F=-30) Concentrated Loads (lb) Vert: 5=-675(B) 7=-675(B) 8=-675(B) December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG03 Truss Type Flat Girder Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493316 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-bhUcanZ7GKHC1sFsKWr6cgAwJnsFSeTCe2Rk1syCLx2 Scale = 1:20.3 1 2 3 6 5 478 2x4 4x6 2x4 3x8 2x4 4x6 3-6-03-6-0 7-0-03-6-0 3-6-0 3-6-0 7-0-0 3-6-0 3-0-0LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.05 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=315/Mechanical, 4=311/Mechanical Max Uplift 6=-142(LC 3), 4=-132(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-261/112, 3-4=-261/112 WEBS 1-5=-136/283, 3-5=-136/283 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=142, 4=132. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 76 lb up at 1-3-4, and 30 lb down and 76 lb up at 3-3-4, and 30 lb down and 76 lb up at 5-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-30 7=-30 8=-30 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493317 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-3t2_o7al1eP3f0q2tEML8ti3_B4_B7vLsiBHaIyCLx1 Scale = 1:25.012 4 356 2x4 4x6 2x4 4x6 5-0-05-0-0 5-0-0 5-0-0 4-4-14LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.46 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=754/0-3-8, 3=916/Mechanical Max Horz 4=-114(LC 3) Max Uplift 4=-114(LC 9), 3=-90(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-283/134, 2-3=-283/86 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=114. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 434 lb down at 1-11-4, and 435 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120(F=-60), 3-4=-50(F=-30) Concentrated Loads (lb) Vert: 5=-434(F) 6=-435(F) December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG05 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493318 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-X4cM?TaNoxYwHAPERxtah5FCDbTWwP1V5Mwq6lyCLx0 Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 2x4 5x8 5x6 3x6 5x6 3x4 4x8 8x8 4x6 4x6 4x6 3x4 4x8 3x6 4x6 4x6 3x6 4x6 4x8 3x6 10-1-010-1-0 12-5-122-4-12 22-4-59-10-9 28-2-85-10-3 32-11-34-8-11 34-0-111-1-8 36-11-02-10-5 5-2-4 5-2-4 10-1-0 4-10-12 16-2-11 6-1-11 22-4-5 6-1-11 28-2-8 5-10-3 32-11-3 4-8-11 34-0-11 1-1-8 36-11-0 2-10-5 2-6-210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.32 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.09 0.04 (loc) 13-14 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 422 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-19,3-18,4-18,4-16,5-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=1107/0-3-8, 18=3135/0-3-8, 20=-310/0-3-8 Max Horz 20=-243(LC 3) Max Uplift 11=-79(LC 6), 18=-68(LC 6), 20=-535(LC 10) Max Grav 11=1113(LC 10), 18=3135(LC 1), 20=107(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11/1037, 3-4=0/1089, 5-6=-268/126, 6-8=-957/94, 8-9=-2513/177, 9-10=-3378/208, 10-11=-1127/102 BOT CHORD 19-20=-588/267, 18-19=-783/279, 16-18=-527/242, 14-16=0/711, 13-14=-73/2087, 12-13=-119/2510 WEBS 2-19=-456/173, 3-19=-29/478, 3-18=-1382/57, 4-18=-1558/181, 4-16=-56/1211, 6-16=-783/184, 6-14=-4/598, 9-13=-601/67, 9-12=-42/990, 10-12=-117/2657, 2-20=-41/979, 8-13=-53/1204, 8-14=-1466/157 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 18 except (jt=lb) 20=535. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 643 lb down and 58 lb up at 32-11-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG05 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493318 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:21 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-X4cM?TaNoxYwHAPERxtah5FCDbTWwP1V5Mwq6lyCLx0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-10=-60, 20-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 12-24=-20, 11-12=-20 Concentrated Loads (lb) Vert: 13=-643(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG06 Truss Type Flat Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493319 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-?GAkDob?ZFgnuJ_R?fOpDIoSx?nyf1XeK0gOeByCLx? Scale = 1:13.212 4 35 2x4 4x6 2x4 4x6 2-6-02-6-0 2-6-0 2-6-0 2-0-10LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.43 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=663/Mechanical, 3=1048/Mechanical Max Horz 4=-46(LC 3) Max Uplift 4=-46(LC 3), 3=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1358 lb down and 39 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120(F=-60), 3-4=-40(F=-20) Concentrated Loads (lb) Vert: 5=-1358(B) December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG07 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493320 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-TSk7Q8cdKZoeWTZdZMv2mWKYlP?cOJGnYgPxAdyCLx_ Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 2x4 5x8 5x6 3x6 5x8 3x4 4x8 2x4 2x4 6x16 4x6 2x4 8x8 4x6 4x6 4x8 3x4 6x8 5x12 3x6 4x8 4x6 5-2-45-2-4 10-1-04-10-12 16-2-116-1-11 22-0-05-9-5 23-8-01-8-0 28-2-84-6-8 34-0-115-10-3 36-11-02-10-5 5-2-4 5-2-4 10-1-0 4-10-12 16-2-11 6-1-11 22-4-5 6-1-11 23-8-0 1-3-11 28-2-8 4-6-8 34-0-11 5-10-3 36-11-0 2-10-5 2-6-210-0-1412-0-01-1-01-11-23-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [6:0-4-0,0-2-0], [16:0-8-0,0-4-0], [17:0-7-0,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.92 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.36 0.32 0.09 (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: 478 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-18,7-15: 2x4 SPF No.2, 12-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-21,3-19,4-19,4-17,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size)12=2104/0-3-8, 22=1737/0-3-8 Max Horz 22=-294(LC 3) Max Uplift 12=-103(LC 6), 22=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1789/118, 3-4=-1636/134, 4-5=-1999/113, 5-6=-2010/112, 6-7=-2371/123, 7-8=-2998/86, 8-10=-3022/130, 10-11=-6981/317, 11-12=-2105/110 BOT CHORD 21-22=-175/1250, 19-21=-107/1357, 16-17=0/2332, 7-16=-2/1501, 13-14=-201/5197 WEBS 2-21=-77/269, 3-21=-13/298, 3-19=-159/587, 4-19=-916/139, 17-19=-95/1698, 4-17=0/632, 6-17=-55/908, 14-16=0/2572, 10-13=-72/2717, 8-14=-312/75, 10-14=-2861/262, 2-22=-1814/0, 11-13=-230/5755, 7-17=-1267/85 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=103. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 643 lb down and 58 lb up at 32-11-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG07 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493320 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:23 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-TSk7Q8cdKZoeWTZdZMv2mWKYlP?cOJGnYgPxAdyCLx_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-11=-60, 22-23=-20, 23-24=-60, 21-24=-20, 21-25=-60, 18-25=-20, 16-17=-20, 13-15=-20, 12-13=-20 Concentrated Loads (lb) Vert: 26=-643(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG08 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493321 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-xfHVdUdF5swU8d8p64RHJjtgOoQP7nbxnK9Vi4yCLwz Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 2x4 5x8 5x8 3x6 5x6 3x4 4x8 8x8 4x6 3x6 4x8 2x4 4x6 3x6 4x6 3x8 4x6 4x8 3x8 4x8 8-9-88-9-8 14-11-36-1-11 21-0-136-1-11 26-11-05-10-3 31-7-114-8-11 32-9-31-1-8 35-7-82-10-5 3-10-4 3-10-4 8-9-8 4-11-4 14-11-3 6-1-11 21-0-13 6-1-11 26-11-0 5-10-3 31-7-11 4-8-11 32-9-3 1-1-8 35-7-8 2-10-5 3-5-1210-0-1412-0-01-1-01-11-210-0-149.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [5:0-6-0,0-2-0], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.62 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.21 0.07 (loc) 13-14 13-14 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 416 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-19,3-17,4-17,5-17,5-16,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=2126/0-3-8, 20=1749/Mechanical Max Horz 20=-305(LC 3) Max Uplift 11=-87(LC 6), 20=-20(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/110, 3-4=-1610/129, 4-5=-1610/129, 5-6=-2121/138, 6-7=-3007/121, 7-8=-5162/188, 8-10=-6785/210, 10-11=-2138/104 BOT CHORD 19-20=-176/956, 17-19=-112/1236, 16-17=-2/1618, 14-16=0/2351, 13-14=-67/4265, 12-13=-108/5093 WEBS 2-19=-70/481, 3-17=-151/753, 4-17=-413/178, 5-16=-35/889, 6-16=-995/168, 6-14=0/856, 8-12=-30/1979, 10-12=-113/5487, 2-20=-1766/7, 7-13=-39/1682, 8-13=-1180/59, 7-14=-2040/142 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 20. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 653 lb down and 40 lb up at 31-7-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG08 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493321 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:24 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-xfHVdUdF5swU8d8p64RHJjtgOoQP7nbxnK9Vi4yCLwz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-10=-60, 20-21=-20, 21-22=-60, 19-22=-20, 19-23=-60, 23-24=-20, 16-24=-60, 12-16=-20, 11-12=-20 Concentrated Loads (lb) Vert: 13=-653(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493322 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-PrrtrqeusA2Llni0gnyWrxQzBCpWsOM40_u2EWyCLwy Scale = 1:13.212 4 35 2x4 4x6 2x4 4x6 2-6-02-6-0 2-6-0 2-6-0 2-0-10LOADING (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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=673/Mechanical, 3=1066/Mechanical Max Uplift 4=-28(LC 3), 3=-38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1385 lb down and 36 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120(F=-60), 3-4=-40(F=-20) Concentrated Loads (lb) Vert: 5=-1385(B) December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493323 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-t1PF2AeWdUACNxHCEUTlO8y_5c0tbfqEFeebmyyCLwx Scale = 1:69.1 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9181920212223 2x4 5x6 5x8 5x6 3x6 3x6 3x4 3x6 3x8 2x4 3x6 3x6 4x6 4x10 4x10 4x6 4x8 8-9-88-9-8 14-11-36-1-11 21-0-136-1-11 26-11-05-10-3 32-6-05-7-0 35-4-02-10-0 3-10-4 3-10-4 8-9-8 4-11-4 14-11-3 6-1-11 21-0-13 6-1-11 26-11-0 5-10-3 32-6-0 5-7-0 35-4-0 2-10-0 3-5-121-6-010-0-141-6-010-0-149.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-4,0-2-0], [5:0-6-0,0-2-0], [9:Edge,0-2-8], [10:0-2-8,0-2-0], [11:0-2-8,0-2-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.94 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.48 0.08 0.09 (loc) 16-17 16-17 9 10-11 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-12: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-14,5-14,8-10: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-9 max.): 3-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-13, 7-11, 2-17 REACTIONS.(lb/size)9=1627/Mechanical, 17=1687/Mechanical Max Horz 17=-263(LC 3) Max Uplift 9=-171(LC 5), 17=-30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1552/123, 3-4=-1493/129, 4-5=-1493/129, 5-6=-1918/121, 6-7=-2531/97, 7-8=-3162/270, 8-9=-1386/115 BOT CHORD 16-17=-182/907, 14-16=-122/1166, 13-14=-30/1446, 11-13=-5/1982, 10-11=-256/3297 WEBS 2-16=-77/453, 3-14=-163/670, 4-14=-414/177, 5-13=0/687, 6-13=-729/114, 6-11=0/501, 7-11=-1342/255, 7-10=-1448/35, 8-10=-274/3337, 2-17=-1665/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 9=171. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 104 lb up at 32-0-4, and 46 lb down and 104 lb up at 34-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 17-18=-20, 18-19=-60, 16-19=-20, 16-20=-60, 20-21=-20, 13-21=-60, 9-13=-20 Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493323 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:26 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-t1PF2AeWdUACNxHCEUTlO8y_5c0tbfqEFeebmyyCLwx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 22=-46(B) 23=-46(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493324 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-MEzdGWf8OnI3?5sOoC__wMV9P0VQK4gNTIN9IOyCLww Scale = 1:67.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 3x8 5x12 4x8 5x12 3x8 10x10 12x12 5x12 5x12 10x10 5x12 5x12 8x8 8x8 1-6-131-6-13 4-0-02-5-3 7-3-83-3-8 10-7-03-3-8 13-0-32-5-3 14-7-01-6-13 1-6-13 1-6-13 4-0-0 2-5-3 7-3-8 3-3-8 10-7-0 3-3-8 13-0-3 2-5-3 14-7-0 1-6-13 1-3-010-4-61-3-01-7-215.00 12 15.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [10:0-3-8,0-4-0], [12:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.35 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.35 0.03 (loc) 10-11 10-11 8 11 l/defl >999 >740 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-13: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-14,7-8: 2x6 SPF No.2, 4-11,6-9,7-9,2-13,1-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)14=5824/0-3-8, 8=6036/0-3-8 Max Horz 14=-258(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-5538/0, 1-2=-10390/0, 2-3=-6823/0, 3-4=-4939/0, 4-5=-4939/0, 5-6=-7109/0, 6-7=-10761/0, 7-8=-5738/0 BOT CHORD 13-14=-427/375, 12-13=0/6010, 11-12=0/4265, 10-11=0/4446, 9-10=0/6229 WEBS 4-11=0/7404, 5-11=-2226/0, 6-9=0/3836, 7-9=0/7080, 3-11=-1936/0, 2-13=0/3743, 1-13=0/6839, 3-12=0/2802, 5-10=0/3249, 2-12=-1989/10, 6-10=-2032/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1521 lb down at 1-11-4, 1521 lb down at 3-11-4, 1521 lb down at 5-11-4, 1521 lb down at 7-11-4, 1521 lb down at 8-7-15, and 1521 lb down at 10-7-15, and 1607 lb down and 197 lb up at 12-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 13-14=-20, 9-13=-20, 8-9=-20 Continued on page 2 December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493324 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-MEzdGWf8OnI3?5sOoC__wMV9P0VQK4gNTIN9IOyCLww LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1521(B) 10=-1521(B) 15=-1521(B) 16=-1521(B) 17=-1521(B) 18=-1521(B) 19=-1607(B) 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493325 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-qQX0Tsgm95QwcERbLvVDTZ1SsQv83i9Xiy7irryCLwv Scale = 1:43.7 1 2 3 4 5 9 8 7 6 2x4 4x6 4x6 4x6 2x4 8x10 8x10 2x4 2x4 2-3-132-3-13 5-5-33-1-6 7-9-02-3-13 2-3-13 2-3-13 3-10-8 1-6-11 5-5-3 1-6-11 7-9-0 2-3-13 1-6-56-4-71-6-52-5-215.00 12 15.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.13 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.07 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=918/0-4-8, 6=918/0-4-8 Max Horz 9=-156(LC 3) Max Uplift 9=-73(LC 6), 6=-73(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-841/98, 1-2=-1548/118, 2-3=-1248/179, 3-4=-1248/133, 4-5=-1548/84, 5-6=-841/72 BOT CHORD 7-8=-84/508 WEBS 3-7=-91/737, 5-7=-73/927, 3-8=-206/737, 1-8=-27/927 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-190(F=-130), 3-5=-190(F=-130), 8-9=-55(F=-35), 7-8=-55(F=-35), 6-7=-55(F=-35) December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493326 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-qQX0Tsgm95QwcERbLvVDTZ1RtQuf3kFXiy7irryCLwv Scale = 1:45.1 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 11-6-1411-6-11 5-9-7 5-9-7 11-6-14 5-9-7 0-0-47-2-130-0-415.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 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 11-6-8. (lb) - Max Horz 1=170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-211(LC 6), 6=-210(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=340(LC 1), 8=326(LC 10), 6=326(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-233/274, 4-6=-233/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=211, 6=210. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493327 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Ic5OhChOwPYnEO0nvd0S0naZvpCkoA4gxcsFNHyCLwu Scale = 1:42.0 1 2 3 43x6 4x6 3x6 2x4 0-0-30-0-3 10-3-1210-3-8 5-1-14 5-1-14 10-3-12 5-1-14 0-0-46-5-50-0-415.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.29 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=230/10-3-5, 3=230/10-3-5, 4=317/10-3-5 Max Horz 1=150(LC 5) Max Uplift 1=-27(LC 7), 3=-22(LC 6) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493328 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-Ic5OhChOwPYnEO0nvd0S0nabqpBDoBLgxcsFNHyCLwu Scale = 1:33.8 1 2 3 43x4 4x6 3x4 2x4 7-10-127-10-12 7-10-150-0-3 3-11-7 3-11-7 7-10-15 3-11-7 0-0-44-11-50-0-415.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.33 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=172/7-10-8, 3=172/7-10-8, 4=239/7-10-8 Max Horz 1=-113(LC 4) Max Uplift 1=-24(LC 7), 3=-18(LC 6) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493329 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-mpfmuXh0gigesYbzTKXhY_7neDaGXfGp9GcpvjyCLwt Scale = 1:24.5 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 5-6-25-5-15 2-9-1 2-9-1 5-6-2 2-9-1 0-0-43-5-50-0-415.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=124/5-5-12, 3=124/5-5-12, 4=145/5-5-12 Max Horz 1=-76(LC 4) Max Uplift 1=-25(LC 7), 3=-21(LC 6) Max Grav 1=124(LC 1), 3=124(LC 1), 4=150(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493330 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-E?D85tieR0oVTiA9123w5Cf_HdyBG6kzOwLMRAyCLws Scale = 1:12.6 1 2 3 4 2x4 4x6 2x4 2x4 3-1-23-1-2 3-1-50-0-3 1-6-11 1-6-11 3-1-5 1-6-11 0-0-41-11-50-0-415.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=63/3-0-15, 3=63/3-0-15, 4=74/3-0-15 Max Horz 1=39(LC 5) Max Uplift 1=-13(LC 7), 3=-11(LC 6) Max Grav 1=63(LC 1), 3=63(LC 1), 4=77(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493331 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-E?D85tieR0oVTiA9123w5Cfy5dwCG4pzOwLMRAyCLws Scale = 1:43.8 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 13-8-1113-8-7 6-10-5 6-10-5 13-8-11 6-10-5 0-0-46-10-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.17 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-3. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-153(LC 6), 6=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=371(LC 1), 8=345(LC 10), 6=345(LC 11) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=153, 6=153. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493332 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-iBmWJDjHCKwM5slMala9dPC3e1EA?YC6da5w_cyCLwr Scale = 1:34.3 1 2 3 43x6 4x6 3x6 2x4 0-0-40-0-4 10-8-1110-8-7 5-4-5 5-4-5 10-8-11 5-4-5 0-0-45-4-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=224/10-8-3, 3=224/10-8-3, 4=354/10-8-3 Max Horz 1=-116(LC 4) Max Uplift 1=-23(LC 7), 3=-23(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493333 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-iBmWJDjHCKwM5slMala9dPC7M1EL?ZN6da5w_cyCLwr Scale = 1:26.4 1 2 3 43x4 4x6 3x4 2x4 7-8-77-8-7 7-8-110-0-4 3-10-5 3-10-5 7-8-11 3-10-5 0-0-43-10-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.30 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=156/7-8-3, 3=156/7-8-3, 4=250/7-8-3 Max Horz 1=-82(LC 4) Max Uplift 1=-19(LC 7), 3=-19(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493334 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ANKvWZkvzd2Dj0KY8T5OAdlJQRcjk?6GsErTW2yCLwq Scale = 1:14.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 4-8-114-8-7 2-4-5 2-4-5 4-8-11 2-4-5 0-0-42-4-50-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/4-8-3, 3=96/4-8-3, 4=129/4-8-3 Max Horz 1=-47(LC 4) Max Uplift 1=-16(LC 7), 3=-16(LC 7) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493335 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ANKvWZkvzd2Dj0KY8T5OAdlCORXFkzHGsErTW2yCLwq Scale = 1:49.3 1 2 3 6 5 4 2x4 3x4 4x6 2x4 2x4 3x4 5-11-05-11-0 2-1-9 2-1-9 5-11-0 3-9-7 5-9-98-5-125-9-98.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.61 0.39 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)6=29/5-11-0, 4=204/5-11-0, 5=371/5-11-0 Max Horz 6=141(LC 6) Max Uplift 6=-162(LC 4), 4=-19(LC 6), 5=-247(LC 6) Max Grav 6=280(LC 6), 4=204(LC 1), 5=371(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-472/165 WEBS 1-5=-149/537 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) 4 except (jt=lb) 6=162, 5=247. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493336 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-eauHkvkXkxA4K9vkiAcdjqHOMqt?TRCP4ua02UyCLwp Scale = 1:40.8 1 2 3 6 5 4 2x4 3x6 2x4 2x4 3x4 2x4 5-11-0 5-11-0 2-9-76-11-128.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.46 0.42 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=-22/5-11-0, 4=192/5-11-0, 5=440/5-11-0 Max Horz 6=164(LC 6) Max Uplift 6=-48(LC 4), 4=-36(LC 6), 5=-296(LC 6) Max Grav 6=293(LC 6), 4=192(LC 1), 5=440(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-346/49 WEBS 1-5=-52/309 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 5=296. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493337 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-7mSfxFl9VFIxyJTxGt7sF2qdyEFVCv_ZJXKabxyCLwo Scale: 3/8"=1' 1 2 3 4 7 6 5 2x4 3x6 2x4 2x4 3x4 2x4 -0-10-8 0-10-8 5-11-0 5-11-0 1-3-75-5-128.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.27 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=89/5-11-0, 5=128/5-11-0, 6=298/5-11-0 Max Horz 7=172(LC 6) Max Uplift 7=-13(LC 4), 5=-37(LC 6), 6=-168(LC 6) Max Grav 7=134(LC 6), 5=128(LC 1), 6=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 7, 5 except (jt=lb) 6=168. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493338 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-7mSfxFl9VFIxyJTxGt7sF2qRvEAGCvqZJXKabxyCLwo Scale = 1:23.1 1 2 32x4 2x4 2x4 5-7-6 5-7-6 0-0-43-11-128.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.99 0.61 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=202/5-7-1, 3=202/5-7-1 Max Horz 1=111(LC 6) Max Uplift 3=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493339 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-by019bmnGYQnaT27pbe5oFNmuecnxM4iYB377NyCLwn Scale = 1:15.3 1 2 3 2x4 2x4 2x4 3-6-0 3-6-0 0-0-42-5-128.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.33 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=117/3-5-10, 3=117/3-5-10 Max Horz 1=64(LC 6) Max Uplift 3=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V15 Truss Type Valley Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493340 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-by019bmnGYQnaT27pbe5oFNnhedPxM4iYB377NyCLwn Scale = 1:22.2 1 2 32x4 2x4 2x4 3-0-8 3-0-8 0-0-43-9-1015.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=105/3-0-5, 3=105/3-0-5 Max Horz 1=101(LC 6) Max Uplift 3=-72(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. December 4,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903391 Truss V16 Truss Type Valley Qty 2 Ply 1 Wedgewood 77 Jackson's Grant Job Reference (optional) I39493341 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 4 11:58:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-39aPMxnP1sZeBddJNI9KKTv?Y2?SgpKrmrphfpyCLwm Scale = 1:14.6 1 2 3 2x4 2x4 2x4 1-10-2 1-10-2 0-0-42-3-1015.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/1-9-15, 3=57/1-9-15 Max Horz 1=55(LC 6) Max Uplift 3=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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. December 4,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM 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 SystemGeneral 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