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HomeMy WebLinkAbout24LEG - TrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I32235183 thru I32235229 My license renewal date for the state of Indiana is July 31, 2018. B18800130 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 24 Overlook at Legacy 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 24,2018 Job B18800130 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235183 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-KHpVuTvkljpofn4rlHH81XH4V4YjBZRvHN5k2wzs6x6 Scale = 1:21.8 1 2 3 5 4 2x4 4x6 2x4 4x6 1-11-10 1-11-10 -1-6-15 1-6-15 1-11-10 1-11-10 1-10-143-0-06.66 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.17 0.01 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=305/0-3-8, 4=-27/0-3-8 Max Horz 5=79(LC 5) Max Uplift5=-73(LC 6), 4=-53(LC 5) Max Grav 5=305(LC 1), 4=49(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/137 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 5 and 53 lb uplift at joint 4. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 5 lb up at -1-6-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235184 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-C220jqyFpxJD8OOc_7M4BNSlyhv_7LHVC?3yBhzs6x2 Scale = 1:102.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930 3132 33 34 35 36 37 38 39 40 41 42 43 44 85 84 83 82 81 80 79 7877 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 5655 5453 52 51 50 49 48 47 46 45 4x6 5x8 8x8 3x4 3x4 4x6 3x6 5x8 5x6 3x6 52-7-0 52-7-0 -0-10-8 0-10-8 17-7-8 17-7-8 41-10-0 24-2-8 52-7-0 10-9-0 0-6-1412-3-145-1-1412-3-148.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4], [9:0-3-0,Edge], [16:0-4-0,0-2-13], [29:0-4-0,Edge], [36:0-4-0,0-2-13], [67:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 45 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 713 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x4 SP No.1 *Except* 11-77,10-79,8-80,7-81,6-82,5-83,4-84,3-85,41-48,42-47,43-46: 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.): 16-36. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 36-53, 35-54, 34-55, 33-57, 32-58, 31-59, 30-60, 28-61, 27-62, 26-63, 25-64, 24-65, 23-66, 22-67, 21-68, 20-69, 19-70, 18-71, 17-72, 15-73, 14-74, 13-75, 12-76, 37-52, 38-51, 39-50, 40-49 REACTIONS.All bearings 52-7-0. (lb) - Max Horz 2=342(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 51, 50, 49, 48, 47, 46 except 2=-147(LC 4) Max Grav All reactions 250 lb or less at joint(s) 45, 2, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 52, 51, 50, 49, 48, 47, 46 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/286, 3-4=-320/268, 4-5=-297/265, 5-6=-275/263, 6-7=-253/260, 7-8=-231/257, 9-10=-203/254, 10-11=-187/251, 13-14=-122/260, 14-15=-100/284, 15-16=-71/285, 16-17=-53/266, 17-18=-53/266, 18-19=-53/266, 19-20=-53/266, 20-21=-53/266, 21-22=-53/266, 22-23=-53/265, 23-24=-53/265, 24-25=-53/265, 25-26=-53/265, 26-27=-53/265, 27-28=-53/265, 28-29=-53/265, 29-30=-53/265, 30-31=-53/265, 31-32=-53/265, 32-33=-53/265, 33-34=-53/265, 34-35=-53/265, 35-36=-54/266, 36-37=-64/291, 37-38=-67/279 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 requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 79, 80, 81, 82, 83, 84, 85, 51, 50, 49, 48, 47, 46 except (jt=lb) 2=147. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235184 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-C220jqyFpxJD8OOc_7M4BNSlyhv_7LHVC?3yBhzs6x2 NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B18800130 Truss GE02 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235185 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-9RAn8W_VLZZxNiY_6YOYGoX3UVNib1lofJY3Fazs6x0 Scale: 3/32"=1' 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 15 14 13 12 48 53 54 55 16 56 57 4x6 6x6 4x6 6x8 4x8 3x6 3x6 2x4 4x6 3x8 4x8 2x4 2x4 6x8 3x6 4x6 3x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 3x8 2x4 2x4 2x4 5x6 9-0-3 9-0-3 17-7-8 8-7-5 25-8-15 8-1-7 33-8-9 7-11-11 35-11-8 2-2-15 41-10-0 5-10-8 48-4-0 6-6-0 52-3-0 3-11-0 6-1-12 6-1-12 11-10-10 5-8-14 17-7-8 5-8-14 25-8-15 8-1-7 33-8-9 7-11-11 41-10-0 8-1-7 48-4-0 6-6-0 52-3-0 3-11-0 0-6-1412-3-145-4-912-3-148.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-4], [9:0-5-12,0-3-0], [30:0-1-5,0-1-0], [31:0-2-3,0-0-8], [41:0-0-14,0-1-8], [43:0-2-0,0-0-7], [51:0-1-8,0-1-0], [52:0-0-14,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.94 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.48 0.10 0.08 (loc) 20-22 20-22 16 17-18 l/defl >999 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 456 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-22,10-13,11-12,48-49,41-49,41-50,30-50,30-51,51-52,11-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 8-17, 9-17, 10-14 2 Rows at 1/3 pts 6-17, 9-14 REACTIONS.All bearings 16-7-0 except (jt=length) 1=0-3-8, 16=0-3-8. (lb) - Max Horz 1=339(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 13 except 14=-188(LC 5), 48=-304(LC 10) Max Grav All reactions 250 lb or less at joint(s) 12, 48 except 1=1820(LC 10), 14=2898(LC 1), 13=345(LC 11), 16=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2849/236, 2-3=-2661/237, 3-4=-2546/272, 4-5=-2012/297, 5-6=-1600/285, 6-7=-768/250, 7-8=-768/250, 8-9=-768/250, 9-10=-78/557, 11-48=-65/304 BOT CHORD 1-22=-320/2272, 21-22=-282/1952, 21-53=-282/1952, 20-53=-282/1952, 20-54=-256/1510, 19-54=-256/1510, 18-19=-256/1510, 18-55=-256/1510, 17-55=-256/1510, 16-17=-406/166, 16-56=-406/166, 15-56=-406/166, 14-15=-406/166 WEBS 4-22=-23/535, 4-20=-613/181, 5-20=-37/669, 6-20=-56/257, 6-18=0/479, 6-17=-1348/116, 8-17=-511/212, 9-17=-265/2048, 9-14=-2355/295, 10-14=-376/113, 11-13=-266/47 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 48 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) 1, 13 except (jt=lb) 14=188, 48=304. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235186 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-5pIXZC0mtAqfd0iNDzR0MDcO4IDp39957d19KSzs6x_ Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 5x6 3x6 3x6 3x6 3x6 4x8 5x6 5x6 35-11-8 35-11-8 -0-10-8 0-10-8 17-7-8 17-7-8 35-11-8 18-4-0 0-6-1412-3-148.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:0-2-12,0-3-4], [16:0-3-0,0-0-2], [41:0-3-0,0-3-0], [50:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.32 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 1 1 32 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 458 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 OTHERS 2x4 SP No.1 *Except* 11-50,10-51,8-52,7-53,6-54,5-55,4-56,3-57: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 31-32, 30-33, 29-34, 28-35, 27-36, 26-37, 25-38, 23-39, 22-40, 21-41, 20-42, 19-43, 18-44, 17-45, 15-46, 14-47, 13-48, 12-49, 11-50 REACTIONS.All bearings 35-11-8. (lb) - Max Horz 2=367(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 2, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 Max Grav All reactions 250 lb or less at joint(s) 32, 2, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/192, 3-4=-295/170, 4-5=-279/170, 5-6=-260/167 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 2, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235187 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-Z0svnY0OeUyWE9GZngyFuR9Z2iX6oXhELHnjruzs6wz Scale = 1:118.5 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 34 33 32 31 3029 28 27 26 25 24 23 22 21 20 19 3635 3x6 3x6 3x6 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-7-0 20-7-0 -0-10-8 0-10-8 20-7-0 20-7-0 0-6-1414-3-98.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.38 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 19 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 35-36: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 17-20,16-21,15-22,14-23,13-24,12-25: 2x4 SP No.1 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 10-0-0 oc bracing. WEBS 1 Row at midpt 20-35, 16-21, 15-22, 14-23, 13-24, 12-25 2 Rows at 1/3 pts 18-19 JOINTS 1 Brace at Jt(s): 35 REACTIONS.All bearings 20-7-0. (lb) - Max Horz 2=422(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34 except 2=-114(LC 4) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34 except 2=258(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/224, 3-4=-361/203, 4-5=-342/201, 5-6=-324/198, 6-7=-305/195, 7-8=-286/192, 8-9=-268/181, 9-10=-263/189 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) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34 except (jt=lb) 2=114. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE05 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235188 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-Z0svnY0OeUyWE9GZngyFuR9eFic2obNELHnjruzs6wz Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 143x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-5-15 16-5-15 8-3-0 8-3-0 16-5-15 8-3-0 0-0-48-3-00-0-412.00 12 Plate Offsets (X,Y)-- [22:0-1-12,0-1-8] 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) 0.04 0.06 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 1-22: 2x4 SPF-S Stud 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 16-5-15. (lb) - Max Horz 1=-184(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14 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) 1, 13, 20, 21, 23, 24, 25, 18, 17, 16, 15, 14. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE06 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235189 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1CPH_u10Pn4NsJrmLOTURehoq6wfX4aOaxWGNLzs6wy Scale = 1:38.6 1 2 3 4 5 9 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-5 7-7-5 0-0-45-0-148.00 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) 0.11 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-7-5. (lb) - Max Horz 1=144(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8 except 9=255(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) 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) 6, 7, 8, 9. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss GE07 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235190 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1CPH_u10Pn4NsJrmLOTURehm66w6X4MOaxWGNLzs6wy Scale = 1:15.6 1 2 3 2x4 2x4 2x4 3-0-7 3-0-7 0-0-42-0-58.00 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) 0.22 0.14 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=96/3-0-7, 3=96/3-0-7 Max Horz 1=48(LC 5) Max Uplift3=-16(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) 3. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss M01 Truss Type MONOPITCH Qty 10 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235191 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1CPH_u10Pn4NsJrmLOTURehko6sSXzbOaxWGNLzs6wy Scale = 1:108.1 1 2 3 4 5 6 10 9 8 7 11 12 13 3x6 6x16 3x4 4x8 3x6 3x6 2x4 2x4 4x8 3x6 3x6 3x6 1 1 - 1 0 - 1 2 6-11-3 6-11-3 13-9-1 6-9-15 20-10-8 7-1-7 -0-10-8 0-10-8 6-11-3 6-11-3 13-9-1 6-9-15 20-10-8 7-1-7 0-6-1414-5-142-0-014-5-148.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-12,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) 0.37 0.44 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.21 -0.03 0.04 (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: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-10: 2x4 SPF-S Stud OTHERS 2x4 SP No.1 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-8, 6-8, 6-12 REACTIONS.(lb/size) 2=911/0-3-8, 12=962/0-3-0 Max Horz 2=443(LC 6) Max Uplift12=-212(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1174/0, 3-4=-691/0, 4-5=-487/0, 5-6=-703/89 BOT CHORD 2-10=-236/869, 9-10=-236/869, 8-9=-236/869 WEBS 3-10=0/296, 3-8=-478/146, 5-8=-430/236, 6-8=-253/1029, 6-12=-962/212 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, 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) except (jt=lb) 12=212. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss M02 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235192 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VOzfCE2eA5CEUTQyu5_jzsEyFWI2GXbXpbGpwnzs6wx Scale = 1:15.1 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 1-0-0 1-0-0 0-10-141-10-141-7-60-3-81-10-1412.00 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) 0.14 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=134/0-3-8, 4=-16/0-1-8 Max Horz 5=66(LC 6) Max Uplift5=-13(LC 6), 4=-24(LC 6) Max Grav 5=134(LC 1), 4=9(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 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) 5, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss M03 Truss Type Monopitch Qty 6 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235193 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VOzfCE2eA5CEUTQyu5_jzsEw7WI0GXbXpbGpwnzs6wx Scale = 1:18.5 1 2 3 5 4 2x4 2x4 3x4 2x4 1-0-0 1-0-0 -1-6-8 1-6-8 1-0-0 1-0-0 0-10-141-10-141-7-60-3-81-10-1412.00 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) 0.27 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=250/0-3-8, 4=-92/0-1-8 Max Horz 5=95(LC 6) Max Uplift5=-100(LC 6), 4=-92(LC 1) Max Grav 5=250(LC 1), 4=43(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 except (jt=lb) 5=100. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235194 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VOzfCE2eA5CEUTQyu5_jzsEy5WILGXbXpbGpwnzs6wx Scale = 1:14.5 1 2 3 5 4 2x4 3x8 2x4 1-3-8 1-3-8 -1-2-14 1-2-14 1-3-8 1-3-8 0-10-141-9-131-6-50-3-81-9-138.49 12 Plate Offsets (X,Y)-- [5:0-5-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=180/0-3-8, 4=-18/0-1-8 Max Horz 5=64(LC 6) Max Uplift5=-51(LC 6), 4=-18(LC 1) Max Grav 5=180(LC 1), 4=14(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 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) 5, 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss M05 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235195 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VOzfCE2eA5CEUTQyu5_jzsEzKWIwGXsXpbGpwnzs6wx Scale = 1:22.2 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 2-3-0 2-3-0 1-6-143-0-142-9-60-3-83-0-148.00 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) 0.07 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=156/0-8-0, 4=62/0-1-8 Max Horz 5=91(LC 6) Max Uplift4=-78(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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PB01 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235196 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-zbX2PZ3GxPK55d?8SpVyW3n7lvcD?xFg1F?NSDzs6ww Scale = 1:64.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-8 24-2-8 12-1-4 12-1-4 24-2-8 12-1-4 0-4-77-11-58-0-130-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.16 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 22-8-10. (lb) - Max Horz 2=-178(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=422(LC 1), 13=416(LC 10), 15=311(LC 1), 11=416(LC 11), 10=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-261/140, 6-11=-261/140 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) 2, 13, 15, 11, 10. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PB02 Truss Type Piggyback Qty 11 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235197 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-zbX2PZ3GxPK55d?8SpVyW3n66vcQ?z_g1F?NSDzs6ww Scale = 1:46.6 1 2 3 4 5 6 7 11 10 9 81213 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-4-0 18-4-0 9-2-0 9-2-0 18-4-0 9-2-0 0-4-75-11-136-1-50-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 16-10-2. (lb) - Max Horz 2=-133(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-107(LC 6), 8=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=379(LC 1), 11=434(LC 10), 8=434(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-295/156, 5-8=-295/155 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) 2, 6 except (jt=lb) 11=107, 8=107. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235198 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-Rn5Qcv3uhiSyjnaL0W0B3HJI4JzWkQVqGvlw_gzs6wv Scale = 1:49.6 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-8-8 12-8-8 6-4-4 6-4-4 12-8-8 6-4-4 0-5-36-4-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 11-7-2. (lb) - Max Horz 2=-138(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-148(LC 6), 8=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=291(LC 10), 8=291(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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=148, 8=147. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235199 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-Rn5Qcv3uhiSyjnaL0W0B3HJKDJ_UkPkqGvlw_gzs6wv Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-8 24-2-8 12-1-4 12-1-4 24-2-8 12-1-4 0-4-77-11-58-0-130-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.04 0.03 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 18 18 18 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 22-8-10. (lb) - Max Horz 2=-178(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 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, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235200 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-wzfoqF4WS0apLx9XaEYQbUsU1jJ3TuQzVZUUX6zs6wu Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-4-0 18-4-0 9-2-0 9-2-0 18-4-0 9-2-0 0-4-75-11-136-1-50-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [20:0-1-15,0-1-8] 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) 0.10 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 13 13 12 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 16-10-2. (lb) - Max Horz 2=-133(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 21, 22, 23, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 21, 22, 23, 17, 16, 15, 14, 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, 19, 21, 22, 23, 17, 16, 15, 14. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235201 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-wzfoqF4WS0apLx9XaEYQbUsV5jKoTtGzVZUUX6zs6wu Scale = 1:49.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-8-8 12-8-8 6-4-4 6-4-4 12-8-8 6-4-4 0-5-36-4-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.03 0.07 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: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 11-7-2. (lb) - Max Horz 2=-138(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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, 10, 16, 17, 18, 14, 13, 12. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T01 Truss Type Common Qty 4 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235202 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-OADA1b59DKigy4kj7x3f8iPZY7XmCHL7kDE13Yzs6wt Scale = 1:88.5 1 2 3 4 5 6 7 11 10 9 8 4x6 3x12 3x6 3x8 2x4 2x4 3x12 9-11-8 9-11-8 19-11-0 9-11-8 -0-10-8 0-10-8 4-2-8 4-2-8 9-11-8 5-9-0 15-8-8 5-9-0 19-11-0 4-2-8 20-9-8 0-10-8 0-10-1410-10-60-10-1412.00 12 Plate Offsets (X,Y)-- [8:0-3-8,Edge], [11:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.55 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.02 0.03 (loc) 10-11 10-11 8 10 l/defl >999 >601 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 5-10,3-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=846/0-3-8, 8=846/0-3-8 Max Horz 11=255(LC 5) Max Uplift11=-50(LC 6), 8=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/121, 3-4=-672/151, 4-5=-672/151, 5-6=-860/121, 2-11=-748/133, 6-8=-748/133 BOT CHORD 10-11=-101/529, 9-10=0/529, 8-9=0/529 WEBS 4-10=-84/508 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; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T02 Truss Type COMMON Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235203 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-OADA1b59DKigy4kj7x3f8iPYP7WaCH77kDE13Yzs6wt Scale = 1:88.5 1 2 3 4 5 6 10 9 8 7 3x12 4x6 3x6 3x8 2x4 2x4 3x12 9-11-8 9-11-8 19-11-0 9-11-8 4-2-8 4-2-8 9-11-8 5-9-0 15-8-8 5-9-0 19-11-0 4-2-8 20-9-8 0-10-8 0-10-1410-10-60-10-1412.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.63 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.02 0.03 (loc) 7-9 7-9 7 7-9 l/defl >999 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-9,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=783/0-3-8, 7=848/0-3-8 Max Horz 10=-268(LC 4) Max Uplift10=-24(LC 7), 7=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-863/122, 2-3=-674/151, 3-4=-673/151, 4-5=-861/122, 1-10=-682/98, 5-7=-749/133 BOT CHORD 9-10=-100/539, 8-9=0/530, 7-8=0/530 WEBS 3-9=-84/508 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) 10, 7. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T03 Truss Type COMMON Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235204 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-sMnYFx6n_dqWaEJvhfaugvxk_XsuxkMGytzab_zs6ws Scale = 1:88.5 1 2 3 4 5 9 8 7 6 3x12 4x6 3x12 3x6 3x8 2x4 2x4 9-11-8 9-11-8 19-11-0 9-11-8 4-2-8 4-2-8 9-11-8 5-9-0 15-8-8 5-9-0 19-11-0 4-2-8 0-10-1410-10-60-10-1412.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.63 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.02 0.04 (loc) 8-9 8-9 6 8 l/defl >999 >606 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-8,2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=785/0-3-8, 6=785/0-3-8 Max Horz 9=252(LC 5) Max Uplift9=-25(LC 7), 6=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-864/122, 2-3=-675/151, 3-4=-675/151, 4-5=-864/122, 1-9=-682/99, 5-6=-682/99 BOT CHORD 8-9=-112/540, 7-8=-9/540, 6-7=-9/540 WEBS 3-8=-85/509 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) 9, 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T04 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235205 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-sMnYFx6n_dqWaEJvhfaugvxl3XqMxZJGytzab_zs6ws Scale = 1:112.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 132425 26 27 28 29 4x6 6x6 4x6 6x8 4x6 3x6 3x6 2x4 5x12 3x4 5x12 4x8 2x4 2x4 3x8 3x6 4x6 5x6 3x4 5x6 3x6 3x6 8-3-5 8-3-5 16-1-12 7-10-7 17-7-8 1-5-12 25-8-15 8-1-7 33-8-9 7-11-11 41-10-0 8-1-7 48-4-0 6-6-0 52-7-0 4-3-0 -0-10-8 0-10-8 6-1-12 6-1-12 11-10-10 5-8-14 17-7-8 5-8-14 25-8-15 8-1-7 33-8-9 7-11-11 41-10-0 8-1-7 48-4-0 6-6-0 52-7-0 4-3-0 0-6-1412-3-145-1-1412-3-148.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [10:0-5-4,0-3-0], [12:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.72 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.36 0.08 0.10 (loc) 18-20 18-20 13 2-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 425 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-23,11-14,12-13,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-3-4 oc bracing: 20-21. WEBS 1 Row at midpt 5-21, 6-20, 7-17, 9-17, 10-17, 10-15, 11-14, 12-13 2 Rows at 1/3 pts 7-20 REACTIONS.(lb/size) 2=807/0-3-8, 21=2536/0-3-8, 13=1830/0-3-8 Max Horz 2=271(LC 5) Max Uplift2=-138(LC 6), 21=-344(LC 5), 13=-65(LC 4) Max Grav 2=815(LC 10), 21=2536(LC 1), 13=1832(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1005/197, 3-4=-852/219, 4-5=-681/253, 5-6=-503/106, 6-7=-331/101, 7-8=-1509/217, 8-9=-1509/217, 9-10=-1510/217, 10-11=-1594/196, 11-12=-1173/97, 12-13=-1806/112 BOT CHORD 2-23=-237/766, 23-24=-123/415, 22-24=-123/415, 22-25=-123/415, 21-25=-123/415, 20-21=-828/148, 20-26=-115/1252, 19-26=-115/1252, 18-19=-115/1252, 18-27=-115/1252, 17-27=-115/1252, 17-28=-30/1234, 16-28=-30/1234, 15-16=-30/1234, 15-29=-40/935, 14-29=-40/935 WEBS 3-23=-283/170, 5-23=-297/543, 5-21=-2529/384, 5-20=-114/1927, 7-20=-1659/196, 7-18=0/481, 7-17=-60/467, 9-17=-505/211, 10-17=-153/573, 11-15=-106/506, 11-14=-896/116, 12-14=-62/1435 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=138, 21=344. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T05 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235206 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-KYLxSH6PlxyNCOu6FM57D7Ur8w79g68PBXj87Rzs6wr Scale = 1:111.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 25 26 4x6 6x6 4x6 6x8 5x12 3x8 MT18HS 3x6 2x4 4x6 3x8 4x8 2x4 2x4 5x8 3x6 4x6 5x6 3x4 8x8 3x8 3x6 9-0-3 9-0-3 17-7-8 8-7-5 25-8-15 8-1-7 33-8-9 7-11-11 41-10-0 8-1-7 48-4-0 6-6-0 52-3-0 3-11-0 6-1-12 6-1-12 11-10-10 5-8-14 17-7-8 5-8-14 25-8-15 8-1-7 33-8-9 7-11-11 41-10-0 8-1-7 48-4-0 6-6-0 52-3-0 3-11-0 0-6-1412-3-145-4-912-3-148.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-0], [9:0-5-4,0-3-0] 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) 0.75 0.94 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.58 0.20 0.10 (loc) 19-21 19-21 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 411 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 1-20: 2x4 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 2-21,10-13,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-16, 8-16, 9-16, 9-14, 10-13, 11-12 REACTIONS.(lb/size) 1=2501/0-3-8, 12=2607/0-3-8 Max Horz 1=264(LC 5) Max Uplift1=-53(LC 6), 12=-34(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4026/289, 2-3=-3838/289, 3-4=-3723/324, 4-5=-3214/351, 5-6=-2609/330, 6-7=-2694/336, 7-8=-2694/336, 8-9=-2695/336, 9-10=-2369/275, 10-11=-1550/137, 11-12=-2587/189 BOT CHORD 1-21=-310/3230, 20-21=-248/2942, 20-22=-248/2942, 19-22=-248/2942, 19-23=-242/2964, 18-23=-242/2964, 17-18=-242/2964, 17-24=-242/2964, 16-24=-242/2964, 16-25=-72/1875, 15-25=-72/1875, 14-15=-72/1875, 14-26=-79/1254, 13-26=-79/1254 WEBS 4-21=-23/507, 4-19=-594/181, 5-19=-67/1328, 6-19=-789/237, 6-17=0/444, 6-16=-533/83, 8-16=-506/211, 9-16=-221/1514, 9-14=-396/191, 10-14=-134/978, 10-13=-1476/172, 11-13=-131/2087 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235207 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-oluJgd71WF4EpYTIp3cMmK1?HKaNPcnZQBShgtzs6wq Scale = 1:94.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718 19 20 3x6 4x8 4x6 2x4 10x10 3x6 3x4 3x4 3x6 4x6 4x8 3x8 3x6 3x6 5x12 5-10-5 5-10-5 11-5-2 5-6-13 19-11-0 8-5-14 24-1-10 4-2-10 32-3-8 8-1-14 5-10-5 5-10-5 11-5-2 5-6-13 19-11-0 8-5-14 24-1-10 4-2-10 29-6-0 5-4-6 32-3-8 2-9-8 0-10-1412-4-03-2-21-0-012-4-012.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [6:0-4-4,0-1-12], [16:Edge,0-8-9] 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) 0.72 0.50 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.12 (loc) 9-10 9-10 9 9-10 l/defl >999 >545 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-13,4-13,5-10,6-10,4-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-3-6 oc bracing: 11-12. 1 Row at midpt 5-11 WEBS 1 Row at midpt 2-13, 6-10, 4-11 REACTIONS.(lb/size) 16=845/0-3-8, 12=1431/0-3-8, 9=574/0-3-8 Max Horz 16=312(LC 5) Max Uplift16=-17(LC 6), 12=-210(LC 5), 9=-131(LC 7) Max Grav 16=845(LC 1), 12=1431(LC 1), 9=600(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-941/112, 2-3=-623/166, 3-4=-500/209, 6-7=-386/254, 1-16=-794/93 BOT CHORD 15-16=-315/296, 15-17=-197/588, 14-17=-197/588, 13-14=-197/588, 11-12=-1356/318, 5-11=-817/284 WEBS 2-13=-353/194, 4-13=-54/451, 5-10=-157/378, 7-9=-462/109, 1-15=-12/423, 11-13=-165/320, 4-11=-539/68 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; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 12=210, 9=131. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T07 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235208 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-oluJgd71WF4EpYTIp3cMmK11MKU?PURZQBShgtzs6wq Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 3x6 5x6 3x6 2x4 3x6 5x8 3x6 3x6 2x4 3x4 3x8 2x4 3x6 3x8 3x6 3x6 8-10-6 8-10-6 17-7-8 8-9-2 23-9-7 6-1-15 29-9-9 6-0-3 35-11-8 6-1-15 -0-10-8 0-10-8 5-11-5 5-11-5 11-9-7 5-10-1 17-7-8 5-10-1 23-9-7 6-1-15 29-9-9 6-0-3 35-11-8 6-1-15 0-6-1412-3-148.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-4,0-2-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.84 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.50 0.09 0.05 (loc) 15-17 15-17 11 2-17 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-15, 7-15, 7-12 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size) 11=1842/0-3-8, 2=1732/0-3-8 Max Horz 2=386(LC 6) Max Uplift11=-101(LC 5), 2=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2579/98, 3-4=-2374/99, 4-5=-2197/134, 5-6=-1737/161, 6-7=-1364/170, 7-8=-807/82, 8-9=-807/82 BOT CHORD 2-17=-354/2015, 17-18=-266/1721, 18-19=-266/1721, 16-19=-266/1721, 15-16=-266/1721, 15-20=-141/1253, 14-20=-141/1253, 13-14=-141/1253, 13-21=-141/1253, 12-21=-141/1253, 12-22=-82/807, 11-22=-82/807 WEBS 5-17=-19/511, 5-15=-613/183, 6-15=0/572, 7-14=0/302, 7-12=-999/131, 9-12=-34/1207, 9-11=-1790/183 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) 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 except (jt=lb) 11=101. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235209 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-GxShtz8fHYC5Ri1UMn7bIYZCzkp28wFierCFCJzs6wp Scale = 1:94.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 3x6 5x8 3x6 2x4 4x8 5x8 3x6 2x4 2x4 5x8 4x6 3x6 3x6 2x4 3x4 4x10 6x8 4x6 8-10-6 8-10-6 17-7-8 8-9-2 23-8-8 6-1-0 26-8-8 3-0-0 35-11-8 9-3-0 -0-10-8 0-10-8 5-11-5 5-11-5 11-9-7 5-10-1 17-7-8 5-10-1 23-8-8 6-1-0 26-8-8 3-0-0 31-2-4 4-5-12 35-11-8 4-9-4 0-6-1412-3-142-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-6-4,0-2-4], [14:0-5-8,0-4-0], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.92 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.57 0.11 0.06 (loc) 17-19 12-13 12 2-19 l/defl >999 >745 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 301 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-19,15-17: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-15, 8-14 WEBS 1 Row at midpt 11-12, 5-17, 10-12 REACTIONS.(lb/size) 12=1488/0-3-8, 2=1606/0-3-8 Max Horz 2=386(LC 6) Max Uplift12=-101(LC 5), 2=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2367/98, 3-4=-2162/99, 4-5=-1984/135, 5-6=-1514/161, 6-7=-1233/171, 7-8=-1231/171, 8-9=-1029/138, 9-10=-1029/138 BOT CHORD 2-19=-354/1843, 19-20=-266/1540, 18-20=-266/1540, 18-21=-266/1540, 17-21=-266/1540, 7-15=-311/141, 14-15=-139/1035, 8-14=-784/160 WEBS 5-19=-20/524, 5-17=-621/184, 6-17=-12/353, 15-17=-178/1232, 8-15=-106/637, 12-14=-112/514, 10-14=-132/1197, 10-12=-1509/241 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) 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 except (jt=lb) 12=101. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235210 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-GxShtz8fHYC5Ri1UMn7bIYZDakqB8xgierCFCJzs6wp Scale = 1:91.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 3x6 5x6 3x6 2x4 3x6 5x8 3x6 3x6 2x4 3x4 3x8 2x4 3x8 3x8 3x8 3x6 8-10-6 8-10-6 17-7-8 8-9-2 23-9-7 6-1-15 29-9-9 6-0-3 35-11-8 6-1-15 5-11-5 5-11-5 11-9-7 5-10-1 17-7-8 5-10-1 23-9-7 6-1-15 29-9-9 6-0-3 35-11-8 6-1-15 0-6-1412-3-148.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-4,0-2-4], [8:0-3-8,0-1-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.84 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.50 0.09 0.05 (loc) 14-16 14-16 10 1-16 l/defl >999 >852 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-16: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 4-14, 6-14, 6-11 2 Rows at 1/3 pts 8-10 REACTIONS.(lb/size) 10=1843/0-3-8, 1=1669/0-3-8 Max Horz 1=371(LC 6) Max Uplift10=-101(LC 5), 1=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2565/101, 2-3=-2380/103, 3-4=-2203/138, 4-5=-1738/162, 5-6=-1365/171, 6-7=-807/83, 7-8=-807/83 BOT CHORD 1-16=-360/2023, 16-17=-267/1723, 17-18=-267/1723, 15-18=-267/1723, 14-15=-267/1723, 14-19=-141/1254, 13-19=-141/1254, 12-13=-141/1254, 12-20=-141/1254, 11-20=-141/1254, 11-21=-83/807, 10-21=-83/807 WEBS 4-16=-23/517, 4-14=-615/184, 5-14=0/572, 6-13=0/302, 6-11=-1000/131, 8-11=-35/1208, 8-10=-1791/184 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=101. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235211 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-k7034J9H2sKy3schwUeqrl6L089ltOystVxokmzs6wo Scale = 1:119.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 151427 28 29 30 31 4x6 6x6 4x6 6x8 8x8 5x12 3x8 MT18HS 3x4 3x4 6x10 8x8 3x4 3x6 2x4 4x6 3x8 4x8 2x4 5x12 4x6 3x6 4x6 8x8 4x8 5x12 3x6 9-0-3 9-0-3 17-7-8 8-7-5 25-8-15 8-1-7 33-8-9 7-11-10 39-3-0 5-6-7 41-10-0 2-7-0 48-4-0 6-6-0 50-11-0 2-7-0 52-3-0 1-4-0 6-1-12 6-1-12 11-10-10 5-8-14 17-7-8 5-8-14 25-8-15 8-1-7 33-8-9 7-11-10 39-3-0 5-6-7 41-10-0 2-7-0 48-4-0 6-6-0 50-11-0 2-7-0 52-3-0 1-4-0 0-6-1412-3-145-4-91-0-012-3-148.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-0], [10:0-5-8,0-3-0], [16:0-6-0,0-4-4], [17:0-3-8,Edge], [19:0-4-8,0-2-12] 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) 0.71 0.95 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.58 0.24 0.10 (loc) 24-26 21-23 14 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 455 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 1-25: 2x4 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 2-26,11-17,12-17,13-14,14-16,13-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-12 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 9-19 WEBS 1 Row at midpt 4-24, 6-24, 6-21, 8-19, 10-18, 11-17, 13-14 REACTIONS.(lb/size) 1=2437/0-3-8, 14=2428/0-3-8 Max Horz 1=265(LC 5) Max Uplift1=-53(LC 6), 14=-34(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3913/289, 2-3=-3725/289, 3-4=-3610/325, 4-5=-3107/351, 5-6=-2519/330, 6-7=-2519/335, 7-8=-2519/335, 8-9=-2179/305, 9-10=-2179/305, 10-11=-2365/285, 11-12=-1609/150, 12-13=-675/64, 13-14=-2232/171 BOT CHORD 1-26=-310/3139, 26-27=-249/2850, 27-28=-249/2850, 25-28=-249/2850, 24-25=-249/2850, 24-29=-243/2843, 23-29=-243/2843, 22-23=-243/2843, 22-30=-243/2843, 21-30=-243/2843, 18-19=-77/1865, 18-31=-90/1347, 17-31=-90/1347, 16-17=-33/486, 12-16=-1895/131 WEBS 4-26=-23/499, 4-24=-591/181, 5-24=-68/1272, 6-24=-733/238, 6-23=0/465, 6-21=-632/90, 8-21=0/315, 19-21=-195/2432, 8-19=-838/135, 10-19=-234/1365, 10-18=-351/159, 11-18=-134/777, 11-17=-1258/170, 12-17=-114/1727, 13-16=-117/1742 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss TG01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235212 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-DJaRIeAwpASpg?BtUCA3Nzfd0YgPcsB?69hLGCzs6wn Scale = 1:94.8 1 2 3 4 5 6 7 89 16 15 14 13 12 11 10 17 20 18 21 19 44 45 46 47 48 49 4x6 3x8 4x6 2x4 2x4 3x6 2x4 3x6 3x8 4x6 3x8 2x4 3x6 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-7-8 4-7-8 8-7-8 4-0-0 9-11-8 1-4-0 11-3-8 1-4-0 15-3-8 4-0-0 19-11-0 4-7-8 -0-10-8 0-10-8 4-7-8 4-7-8 8-7-8 4-0-0 9-11-8 1-4-0 11-3-8 1-4-0 15-3-8 4-0-0 19-11-0 4-7-8 20-9-8 0-10-8 0-10-1410-10-60-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-1], [8:0-1-13,0-1-5], [14:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.16 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.06 0.01 0.05 (loc) 13 12-13 8 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-13,6-12: 2x4 SP No.1 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-11-13, Right 2x6 SP No.1 2-11-13 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. JOINTS 1 Brace at Jt(s): 17, 18, 19, 20, 21 REACTIONS.(lb/size) 2=672/0-3-8, 8=668/0-3-8 Max Horz 2=-244(LC 3) Max Uplift2=-204(LC 5), 8=-207(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/222, 3-4=-546/256, 4-5=-354/229, 5-6=-354/229, 6-7=-545/256, 7-8=-739/225 BOT CHORD 2-44=-167/434, 16-44=-167/434, 15-16=-167/434, 15-45=-167/434, 14-45=-167/434, 14-46=-167/434, 13-46=-167/434, 13-47=-56/304, 12-47=-56/304, 12-48=-78/430, 11-48=-78/430, 10-11=-78/430, 10-49=-78/430, 8-49=-78/430 WEBS 5-17=-193/258 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=204, 8=207. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 18 lb up at 1-0-0, 36 lb up at 1-0-12, 36 lb up at 3-0-12, 31 lb down and 112 lb up at 5-0-12, 31 lb down and 112 lb up at 7-0-12, 31 lb down and 112 lb up at 9-0-12, 31 lb down and 112 lb up at 11-0-12, 31 lb down and 112 lb up at 13-0-12, 31 lb down and 112 lb up at 15-0-12, 36 lb up at 17-0-12, and 36 lb up at 18-10-4, and 14 lb down and 18 lb up at 18-11-0 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 2-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss TG01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235212 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:32 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-DJaRIeAwpASpg?BtUCA3Nzfd0YgPcsB?69hLGCzs6wn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=46 16=21 10=21 12=46 44=21 45=46 46=46 47=46 48=46 49=21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B18800130 Truss TG02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235213 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-duGawgCo65rOXTwS9Kjm?bH30le8pDeRo6v0tXzs6wk Scale = 1:98.3 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 2423 55 56 57 58 3x6 5x12 3x4 4x8 3x12 4x6 4x6 4x6 5x8 3x6 3x8 4x6 5x12 8x8 5x8 3x6 4x6 3x8 3x6 3x6 4x6 3x8 3x4 3x4 7-4-0 5-8-65-10-5 5-10-5 11-5-2 5-6-13 14-1-6 2-8-4 19-11-0 5-9-10 21-5-6 1-6-6 24-1-10 2-8-4 32-3-8 8-1-14 5-10-5 5-10-5 11-5-2 5-6-13 14-1-6 2-8-4 19-11-0 5-9-10 21-5-6 1-6-6 24-1-10 2-8-4 29-6-0 5-4-6 32-3-8 2-9-8 0-10-1412-4-03-2-21-0-012-4-012.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [4:0-10-4,0-1-12], [7:0-6-4,0-1-12], [8:0-1-12,0-0-4], [13:0-7-0,0-4-0], [20:0-4-0,0-2-4], [22:0-2-0,0-0-0], [22:0-2-8,0-1-12], [26:0-1-8,0-1-0], [32:0-1-14,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.41 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.01 0.09 (loc) 16-18 10-11 10 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 373 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 14-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-16,4-16,7-11,6-12,5-15,7-22,4-21: 2x4 SP No.1, 21-22: 2x6 SP No.1 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 3-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15 5-1-14 oc bracing: 13-14. WEBS 1 Row at midpt 2-16, 4-21 JOINTS 1 Brace at Jt(s): 20, 21, 22, 23, 24 REACTIONS.(lb/size) 1=1076/0-3-8, 14=861/0-3-8, 10=1021/0-3-8 Max Horz 1=310(LC 4) Max Uplift1=-77(LC 5), 14=-247(LC 4), 10=-429(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1323/126, 2-3=-940/189, 3-4=-802/232, 4-5=-548/255, 5-6=-522/269, 6-7=-531/262, 7-8=-778/363 BOT CHORD 1-19=-252/822, 18-19=-252/822, 17-18=-252/822, 16-17=-252/822, 15-16=-187/636, 13-14=-757/186, 12-13=-164/271, 11-56=-111/398, 56-57=-111/398, 57-58=-111/398, 10-58=-111/398 WEBS 2-18=0/260, 2-16=-385/193, 4-16=-124/521, 13-15=-196/689, 13-21=-591/142, 11-22=-111/427, 7-11=-425/168, 12-22=-403/289, 22-24=-406/181, 6-24=-396/177, 21-23=-388/189, 5-23=-388/189, 20-21=-68/392, 20-22=-62/378, 8-10=-890/250, 7-22=-198/335, 4-21=-379/101 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) 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=247, 10=429. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 90 lb up at 19-9-4, 42 lb down and 90 lb up at 21-11-4, 42 lb down and 90 lb up at 23-11-4, 42 lb down and 90 lb up at 25-11-4, 42 lb down and 90 lb up at 27-11-4, and 42 lb down and 90 lb up at 29-11-4, and 50 lb down and 86 lb up at 32-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss TG02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235213 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:35 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-duGawgCo65rOXTwS9Kjm?bH30le8pDeRo6v0tXzs6wk 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, 7-9=-60, 1-18=-20, 17-18=-60, 14-17=-20, 10-13=-20 Concentrated Loads (lb) Vert: 14=-42 11=-42 10=-50 55=-42 56=-42 57=-42 58=-42 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B18800130 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235214 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-duGawgCo65rOXTwS9Kjm?bHADliHpOqRo6v0tXzs6wk Scale = 1:54.8 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-9-15 13-9-11 6-11-0 6-11-0 13-9-15 6-11-0 0-0-46-11-00-0-412.00 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) 0.18 0.14 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: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 13-9-7. (lb) - Max Horz 1=153(LC 5) 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=365(LC 1), 8=348(LC 10), 6=348(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235215 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-55py80DQtOzF9dVej1E?YppGp93LYrbb1mfZPzzs6wj Scale = 1:44.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-1-15 11-1-11 5-7-0 5-7-0 11-1-15 5-7-0 0-0-45-7-00-0-412.00 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) 0.45 0.09 0.09 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 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 11-1-7. (lb) - Max Horz 1=122(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-151(LC 6), 6=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=302(LC 10), 6=302(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. 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=151, 6=151. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235216 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-55py80DQtOzF9dVej1E?YppJM92BYr3b1mfZPzzs6wj Scale = 1:35.8 1 2 3 43x4 4x6 3x4 2x4 8-5-11 8-5-11 8-5-15 0-0-4 4-3-0 4-3-0 8-5-15 4-3-0 0-0-44-3-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.17 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: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 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.(lb/size) 1=174/8-5-7, 3=174/8-5-7, 4=275/8-5-7 Max Horz 1=-91(LC 4) Max Uplift1=-17(LC 7), 3=-17(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235217 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-55py80DQtOzF9dVej1E?YppKs92GYscb1mfZPzzs6wj Scale = 1:25.7 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 5-9-15 5-9-11 2-11-0 2-11-0 5-9-15 2-11-0 0-0-42-11-00-0-412.00 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) 0.25 0.16 0.03 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=122/5-9-7, 3=122/5-9-7, 4=165/5-9-7 Max Horz 1=60(LC 5) Max Uplift1=-21(LC 7), 3=-21(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235218 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-ZHNKLMD2di56nn4qHllE40MYgZOgHJJkGQO6yPzs6wi Scale = 1:12.9 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-1-15 3-1-11 1-7-0 1-7-0 3-1-15 1-7-0 0-0-41-7-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.15 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=98/3-1-7, 3=98/3-1-7 Max Horz 1=-29(LC 4) Max Uplift1=-3(LC 7), 3=-3(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235219 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-ZHNKLMD2di56nn4qHllE40MTzZMDHEnkGQO6yPzs6wi Scale = 1:92.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 17 3x6 4x6 3x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 0-0-4 0-0-4 23-7-11 23-7-7 11-9-14 11-9-14 23-7-11 11-9-14 0-0-411-9-140-0-412.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.31 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SPF-S Stud *Except* 9-14: 2x4 SP No.1 OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 23-7-3. (lb) - Max Horz 1=-267(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 13=-161(LC 6), 15=-156(LC 6), 11=-161(LC 7), 10=-156(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=387(LC 1), 13=501(LC 10), 15=394(LC 1), 11=506(LC 11), 10=395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/152 WEBS 4-13=-257/210, 6-11=-258/210 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, 9 except (jt=lb) 13=161, 15=156, 11=161, 10=156. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235220 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1TxjYiEgO0DzPwf1qSGTdEuhuyjA0jguU48gUszs6wh Scale = 1:86.1 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-7 20-11-7 20-11-11 0-0-4 10-5-14 10-5-14 20-11-11 10-5-14 0-0-410-5-140-0-412.00 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) 0.16 0.20 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-11-3. (lb) - Max Horz 1=236(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-167(LC 6), 13=-128(LC 6), 9=-167(LC 7), 8=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=381(LC 1), 11=505(LC 10), 13=293(LC 1), 9=503(LC 11), 8=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/140 WEBS 3-11=-267/217, 5-9=-267/217 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, 7 except (jt=lb) 11=167, 13=128, 9=167, 8=128. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235221 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1TxjYiEgO0DzPwf1qSGTdEufUygh0keuU48gUszs6wh Scale = 1:75.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-3-7 18-3-7 18-3-11 0-0-4 9-1-14 9-1-14 18-3-11 9-1-14 0-0-49-1-140-0-412.00 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) 0.31 0.42 0.19 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: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 18-3-3. (lb) - Max Horz 1=-205(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-205(LC 6), 6=-205(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=375(LC 1), 9=499(LC 10), 6=500(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-314/254, 4-6=-317/255 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 except (jt=lb) 9=205 , 6=205. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235222 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-1TxjYiEgO0DzPwf1qSGTdEuhyykp0k3uU48gUszs6wh Scale = 1:61.7 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-7-11 15-7-7 7-9-14 7-9-14 15-7-11 7-9-14 0-0-47-9-140-0-412.00 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) 0.15 0.16 0.16 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: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 15-7-3. (lb) - Max Horz 1=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-171(LC 6), 6=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=372(LC 1), 8=415(LC 10), 6=415(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/214, 4-6=-263/213 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 except (jt=lb) 8=171 , 6=171. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235223 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VgV5m2FJ9JLp04DDOAoi9RRsIM3PlC31jktD0Izs6wg Scale = 1:51.6 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 12-11-11 12-11-7 6-5-14 6-5-14 12-11-11 6-5-14 0-0-46-5-140-0-412.00 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) 0.18 0.13 0.11 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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 12-11-3. (lb) - Max Horz 1=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=352(LC 1), 8=325(LC 10), 6=325(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=148, 6=148. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235224 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VgV5m2FJ9JLp04DDOAoi9RRoHM2YlC41jktD0Izs6wg Scale = 1:41.5 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 10-3-11 10-3-7 5-1-14 5-1-14 10-3-11 5-1-14 0-0-45-1-140-0-412.00 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) 0.44 0.25 0.11 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 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.(lb/size) 1=215/10-3-3, 3=215/10-3-3, 4=339/10-3-3 Max Horz 1=-112(LC 4) Max Uplift1=-21(LC 7), 3=-21(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235225 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-VgV5m2FJ9JLp04DDOAoi9RRrPM1ulD?1jktD0Izs6wg Scale = 1:32.5 1 2 3 43x4 4x6 3x4 2x4 7-7-7 7-7-7 7-7-11 0-0-4 3-9-14 3-9-14 7-7-11 3-9-14 0-0-43-9-140-0-412.00 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) 0.24 0.29 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 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.(lb/size) 1=154/7-7-3, 3=154/7-7-3, 4=247/7-7-3 Max Horz 1=-81(LC 4) Max Uplift1=-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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235226 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-_s3TzOGxwdTgeEoPytJxif_14mQzUgiByOdmYkzs6wf Scale = 1:18.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-11-11 4-11-7 2-5-14 2-5-14 4-11-11 2-5-14 0-0-42-5-140-0-412.00 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) 0.18 0.11 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=102/4-11-3, 3=102/4-11-3, 4=138/4-11-3 Max Horz 1=-50(LC 4) Max Uplift1=-17(LC 7), 3=-17(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235227 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-_s3TzOGxwdTgeEoPytJxif_3SmQhUg3ByOdmYkzs6wf Scale = 1:10.3 1 2 3 2x4 3x4 2x4 2-3-7 2-3-7 2-3-11 0-0-4 1-1-14 1-1-14 2-3-11 1-1-14 0-0-41-1-140-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.02 0.07 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=64/2-3-3, 3=64/2-3-3 Max Horz 1=-19(LC 4) Max Uplift1=-2(LC 6), 3=-2(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235228 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-_s3TzOGxwdTgeEoPytJxif_wEmMqUg3ByOdmYkzs6wf Scale = 1:21.9 1 2 32x4 2x4 2x4 4-7-5 4-7-5 0-0-43-0-148.00 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) 0.61 0.38 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=159/4-6-15, 3=159/4-6-15 Max Horz 1=82(LC 6) Max Uplift3=-41(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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 Job B18800130 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 24 Overlook at Legacy Job Reference (optional) I32235229 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jan 24 14:21:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:IzFsmFWMqyhp?rZyZVI68gziXcZ-S2drBjHZhxbXGONcWbqAFsWE_AnbD7IKA2MK5Bzs6we Scale = 1:9.8 1 2 3 2x4 2x4 2x4 1-7-5 1-7-5 0-0-41-0-148.00 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) 0.04 0.02 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=39/1-6-15, 3=39/1-6-15 Max Horz 1=20(LC 5) Max Uplift3=-7(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. January 24,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.