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HomeMy WebLinkAbout2LEG - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I38459573 thru I38459608 My license renewal date for the state of Indiana is July 31, 2020. B19902622 Wedgewood 2 Overlook at Legacy IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459573 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:08:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-ZETCsAsQUpuLx4OpY2vDZDPtezcCkKte6UHJF2yfJOV Scale = 1:52.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 3x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-3-0 17-3-0 -1-2-8 1-2-8 8-7-8 8-7-8 17-3-0 8-7-8 18-5-8 1-2-8 1-0-38-2-71-0-310.00 12 Plate Offsets (X,Y)-- [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-3-0. (lb) - Max Horz 32=-195(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except 32=-215(LC 4), 18=-159(LC 5), 31=-217(LC 5), 19=-178(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 except 32=282(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except (jt=lb) 32=215, 18=159, 31=217, 19=178. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459574 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:08:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-_p9LVCuJnkGwoX7ODASwBr1Q9AeGxkO4oSVzsNyfJOS Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 4x6 4x6 4x6 3x4 3x4 4x8 3x6 5x8 5x6 47-7-0 47-7-0 -1-2-8 1-2-8 17-5-8 17-5-8 37-0-8 19-7-1 47-7-0 10-6-8 0-9-912-5-35-4-1412-5-38.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-14], [2:0-0-9,0-4-6], [2:0-0-5,0-0-7], [17:0-3-0,0-3-8], [33:0-4-0,0-2-13], [54:0-3-0,0-3-0], [66:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.01 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 42 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 504 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 12-70,10-71,9-72,8-73,7-74,6-75,5-76,4-77,3-78,38-45,39-44,40-43: 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.): 17-33. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 33-50, 32-51, 31-52, 30-53, 29-54, 28-55, 26-56, 25-57, 24-58, 23-59, 22-60, 21-61, 20-62, 19-63, 18-64, 16-65, 15-67, 14-68, 13-69, 34-49, 35-48, 36-47, 37-46 REACTIONS.All bearings 47-7-0. (lb) - Max Horz 2=273(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 42, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 48, 47, 46, 45, 44, 43 except 2=-163(LC 4) Max Grav All reactions 250 lb or less at joint(s) 42, 2, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 49, 48, 47, 46, 45, 44, 43 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/247, 3-4=-291/213, 4-5=-263/206 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) 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) 42, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 48, 47, 46, 45, 44, 43 except (jt=lb) 2=163. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE03 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459575 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:08:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-wCG5wuvZJLWe2rGnKbVOGG6a4_B3PXzNGm_4xFyfJOQ Scale = 1:69.2 1 2 3 4 5 12 11 10 9 8 7 638 3x8 4x8 2x4 2x4 3x4 3x6 2x4 6x16 3x6 3x4 3x8 3x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-3-12 6-3-12 12-5-0 6-1-4 21-3-0 8-10-0 21-7-0 0-4-0 28-1-8 6-6-8 6-3-12 6-3-12 12-5-0 6-1-4 21-3-0 8-10-0 28-1-8 6-10-8 3-8-1112-0-09-10-142-1-212-0-08.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-1-12], [14:0-1-10,0-0-8], [15:0-2-0,0-0-4], [15:0-1-13,0-1-8], [16:0-1-14,0-0-14], [18:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.63 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 -0.01 0.01 (loc) 8-9 8-9 7 9-11 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,2-11,2-9,7-9,1-11: 2x3 SPF No.2, 3-9,3-7,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. 1 Row at midpt 4-7 WEBS 1 Row at midpt 2-9, 3-7, 5-7 REACTIONS.(lb/size)12=783/0-3-8, 7=1730/0-3-8 Max Horz 12=308(LC 6) Max Uplift 7=-137(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-662/25, 2-3=-447/58, 1-12=-734/0 BOT CHORD 11-12=-288/55, 9-11=-196/478, 4-7=-558/232 WEBS 2-9=-309/176, 3-9=-15/406, 7-9=-95/322, 3-7=-763/139, 5-7=-399/28, 1-11=0/520 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) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=137. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE04 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459576 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-wToWUi7DJZfDaS42qgINSsJair_LuAUtAvcT1myfJO9 Scale = 1:105.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14444342414039383736 35 34 33 32 31 30 29 28 27 26 25 2423 22 21 20 18 17 16 115 116 19 117 118 15 4x6 6x8 6x6 6x8 4x6 4x8 3x6 3x4 3x4 3x6 4x6 3x6 3x6 4x6 5x8 3x8 4x6 5x8 4x6 4x6 4x6 4x6 4x6 3x4 6-6-0 6-6-0 13-8-0 7-2-0 20-11-4 7-3-4 27-11-8 7-0-4 28-0-0 0-0-8 29-11-12 1-11-12 31-11-8 1-11-12 36-7-0 4-7-9 44-9-12 8-2-12 50-11-8 6-1-12 53-3-0 2-3-8 -1-2-8 1-2-8 6-6-0 6-6-0 13-8-0 7-2-0 20-11-4 7-3-4 28-0-0 7-0-12 36-7-0 8-7-0 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-212-0-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-14], [2:0-0-9,0-4-6], [2:0-0-5,0-0-7], [5:0-4-4,0-3-0], [6:0-2-8,0-2-0], [7:0-3-0,0-4-4], [7:0-0-0,0-2-12], [9:0-5-4,0-3-0], [10:0-2-2,Edge], [112:0-1-11,0-0-12], [13:0-4-1,Edge], [23:0-2-0,0-2-8], [29:0-2-8,0-1-8], [34:0-2-8,0-1-8], [46:0-1-12,0-0-0], [64:0-1-13,0-0-4], [66:0-1-13,0-0-4], [68:0-1-13 ,0-0-4], [70:0-1-3,0-0-0], [79:0-0-15,0-1-8], [82:0-0-15,0-1-8], [86:0-0-15,0-1-8] 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-S 0.49 0.61 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.03 0.02 (loc) 16-18 16-18 13 16-18 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 528 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-29,6-23,9-23,9-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 28-51,52-53,91-92,93-94,95-96: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 5-0-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-23 WEBS 1 Row at midpt 3-34, 5-34, 5-29, 6-29, 6-23, 9-23, 11-18 REACTIONS.All bearings 27-11-8 except (jt=length) 22=3-11-8, 22=3-11-8, 13=2-3-8, 21=3-11-8, 20=3-11-8, 19=0-3-8, 15=0-3-8. (lb) - Max Horz 2=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 44, 20 except 40=-151(LC 6), 29=-139(LC 5), 23=-271(LC 4), 13=-162(LC 7) Max Grav All reactions 250 lb or less at joint(s) 22, 22, 25, 26, 27, 28, 30, 31, 32, 33, 36, 37, 38, 39, 41, 42, 43, 44, 24, 21, 20, 19, 15 except 2=268(LC 10), 40=367(LC 10), 34=347(LC 1), 29=425(LC 10), 23=1612(LC 11), 23=1606(LC 1), 13=935(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=0/332, 8-9=0/331, 9-11=-560/221, 11-13=-1324/178 BOT CHORD 8-23=-513/215, 16-18=-17/961, 15-16=-17/959, 13-15=-17/959 WEBS 3-40=-358/155, 6-23=-317/84, 18-23=0/371, 9-23=-1016/95, 9-18=-55/520, 11-18=-761/189, 11-16=0/374 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) n/a 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE04 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459576 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-wToWUi7DJZfDaS42qgINSsJair_LuAUtAvcT1myfJO9 NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 34, 44, 20 except (jt=lb) 40=151, 29=139, 23=271, 13=162. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459577 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-sswHvN8UqBvxpmDRy5KrYHO?4eoLMDhAdD5a6fyfJO7 Scale = 1:49.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-7-0 19-7-0 -1-2-8 1-2-8 9-9-8 9-9-8 19-7-0 9-9-8 20-9-8 1-2-8 0-10-117-5-00-10-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.07 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 19-7-0. (lb) - Max Horz 33=-175(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE06 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459578 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-L2Uf6j96bU1oRwodVos44UxB52855iHJstr8e5yfJO6 Scale = 1:24.8 1 2 3 4 5 9 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-4 6-4-4 0-0-44-2-148.00 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-S 0.10 0.10 0.03 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-4-4. (lb) - Max Horz 1=115(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 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) 1, 6, 7, 8, 9. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459579 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-pF21K3AkMoAf34Np3VNJdiUMMSVTq8zT5XahAXyfJO5 Scale = 1:11.1 1 2 3 4 2x4 2x4 3x8 -0-10-8 0-10-8 1-7-0 1-7-0 0-6-141-7-98.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-10], [2:0-0-13,0-4-12], [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-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=44/1-7-0, 2=127/1-7-0 Max Horz 2=42(LC 5) Max Uplift 4=-10(LC 5), 2=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss M01 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459580 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-HRbPXPBM76IWgDy?dDuY9v0R7sjYZbDcKBKEi_yfJO4 Scale: 3/8"=1' 1 2 3 4 3x6 2x4 5x6 3x12 7-6-8 7-6-8 -0-10-8 0-10-8 7-6-8 7-6-8 0-6-145-7-38.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.55 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.31 0.00 0.20 (loc) 2-4 2-4 4 2-4 l/defl >791 >278 n/a >426 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=278/0-3-8, 2=363/0-10-0 Max Horz 2=175(LC 6) Max Uplift 4=-139(LC 6), 2=-66(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 4=139. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss MG01 Truss Type Monopitch Girder Qty 2 Ply 2 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459581 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-DqjAy5CcfjYEwX6Okew0FK6o4fTh0VjvnVpLnsyfJO2 Scale = 1:32.4 1 2 3 4 5 3x4 2x4 3x8 7-6-8 7-6-8 -0-10-8 0-10-8 7-6-8 7-6-8 0-6-145-7-38.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=689/0-3-8, 2=758/0-10-0 Max Horz 2=177(LC 6) Max Uplift 4=-256(LC 6), 2=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/140, 3-4=-380/239 NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=256, 2=188. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 75 lb up at 5-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-120(F=-60), 2-5=-40(F=-20), 4-5=-70(F=-50) Concentrated Loads (lb) Vert: 5=-120(F) September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459582 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-h0HY9RDFQ1g5XhhaILRFnYe0Z3qylvj309YvJIyfJO1 Scale = 1:52.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-11-0 22-11-0 11-5-8 11-5-8 22-11-0 11-5-8 0-4-77-6-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-3. (lb) - Max Horz 2=-168(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=424(LC 1), 13=424(LC 10), 15=279(LC 1), 11=424(LC 11), 10=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-265/142, 6-11=-265/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss PB02 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459583 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-9CrwNnEtBKoy9rGns3yUKlB8KT9QUODCFoISrlyfJO0 Scale = 1:41.8 1 2 3 4 5 6 7 11 10 9 81213 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 19-7-1 19-7-1 9-9-8 9-9-8 19-7-1 9-9-8 0-4-76-4-140-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (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: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-1-3. (lb) - Max Horz 2=142(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-117(LC 6), 8=-117(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=376(LC 1), 11=493(LC 10), 8=493(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-321/169, 5-8=-321/169 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=117, 8=117. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459584 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-6bzgoSF7jy2fP8P9zU?yPAGU6GstyIqVi6nZwdyfJO_ Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 4x6 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-8-8 15-8-8 13-7-0 13-7-0 15-8-8 2-1-8 0-4-78-11-30-1-87-6-30-1-88.00 12 Plate Offsets (X,Y)-- [6:0-2-2,0-0-0], [7:0-2-12,0-2-4], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 15 1 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-17 REACTIONS.All bearings 14-11-9. (lb) - Max Horz 2=293(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 16 Max Grav All reactions 250 lb or less at joint(s) 15, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/150 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) 15, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 16. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459585 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-anX3?oGlUFAW0I_MXBWBxOpjzgDlhkvexmW6R4yfJNz Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-11-0 22-11-0 11-5-8 11-5-8 22-11-0 11-5-8 0-4-77-6-30-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [28:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.06 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 17 17 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-3. (lb) - Max Horz 2=168(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459586 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-2z4RC8HNFZINeSZY5u1QUbMu14ZDQC_o9QGf_WyfJNy Scale = 1:43.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-7-1 19-7-1 9-9-8 9-9-8 19-7-1 9-9-8 0-4-76-4-140-1-80-4-70-1-88.00 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-S 0.07 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 14 15 14 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-1-3. (lb) - Max Horz 2=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16, 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) 2, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T01 Truss Type Common Qty 2 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459587 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-_MCBdqIenAY5tmjwCJ3uZ0RBvu8fu525dklm2OyfJNw Scale = 1:53.2 1 2 3 4 5 6 7 8 9 11 10 5x12 4x6 3x4 4x6 2x4 3x8 2x4 5x12 4x6 8-7-8 8-7-8 17-3-0 8-7-8 -1-2-8 1-2-8 4-5-0 4-5-0 8-7-8 4-2-8 12-10-0 4-2-8 17-3-0 4-5-0 18-5-8 1-2-8 1-0-38-2-71-0-310.00 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-MS 0.30 0.50 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.02 0.02 (loc) 10-18 10-18 8 10-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=762/0-3-8, 8=762/0-3-8 Max Horz 2=-171(LC 4) Max Uplift 2=-61(LC 6), 8=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-745/100, 4-5=-593/122, 5-6=-593/122, 6-8=-745/100 BOT CHORD 2-10=-32/514, 8-10=0/514 WEBS 5-10=-66/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T02 Truss Type COMMON Qty 3 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459588 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-SYmZrAJGXUgyVwI7m1a76E_NxHUXdYBEsOUKaryfJNv Scale = 1:53.2 1 2 3 4 5 6 7 8 5x12 4x6 5x12 4x6 5x8 4x6 2x4 2x4 8-7-8 8-7-8 17-3-0 8-7-8 4-5-0 4-5-0 8-7-8 4-2-8 12-10-0 4-2-8 17-3-0 4-5-0 1-0-38-2-71-0-310.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.22 0.46 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.02 0.02 (loc) 8-15 8-15 7 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=690/0-3-8, 7=690/0-3-8 Max Horz 1=-167(LC 4) Max Uplift 1=-22(LC 6), 7=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-755/104, 3-4=-602/125, 4-5=-602/125, 5-7=-755/104 BOT CHORD 1-8=-52/525, 7-8=-11/525 WEBS 4-8=-71/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459589 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-wlKy2WKuIoop73tJKk6MeRWQfhnAMo8N42Et7HyfJNu Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 121920212223242526 4x6 6x8 4x6 6x6 3x4 4x8 3x6 4x6 2x4 4x8 4x6 4x6 4x6 3x8 4x6 4x6 3x8 8-10-0 8-10-0 17-5-8 8-7-8 17-7-4 0-1-12 27-3-0 9-7-12 37-0-8 9-9-8 47-7-0 10-6-8 -1-2-8 1-2-8 8-10-0 8-10-0 17-5-8 8-7-8 23-11-13 6-6-6 30-6-3 6-6-6 37-0-8 6-6-6 43-0-0 5-11-8 47-7-0 4-7-0 0-9-912-5-35-4-1412-5-38.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-14], [2:0-0-9,0-4-6], [2:0-0-5,0-0-7], [5:0-4-0,0-2-13], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.69 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.78 0.04 0.03 (loc) 12-13 12-13 12 2-18 l/defl >920 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-18,10-13,10-12: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 8-15, 8-13, 10-12 2 Rows at 1/3 pts 6-16 REACTIONS.(lb/size)2=654/0-3-8, 16=2824/0-3-8, 12=1379/Mechanical Max Horz 2=273(LC 5) Max Uplift 2=-36(LC 6), 16=-139(LC 5), 12=-58(LC 4) Max Grav 2=667(LC 10), 16=2824(LC 1), 12=1414(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/17, 3-5=-68/536, 5-6=0/352, 6-8=-682/184, 8-9=-818/180, 9-10=-1085/169 BOT CHORD 2-18=-102/405, 16-18=-102/407, 15-16=-84/435, 13-15=-73/799, 12-13=-43/630 WEBS 3-18=0/414, 3-16=-899/203, 5-16=-634/125, 6-16=-1534/165, 6-15=0/984, 8-15=-485/111, 10-13=-58/343, 10-12=-1246/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 16=139. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T04 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459590 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-t7SiTBL8qP2XMN1iR98qksckqVPQqj9gYMj_BAyfJNs Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13202122232425 4x6 6x6 4x6 6x6 3x4 8x16 8x16 10x10 3x8 MT18HS 8x8 6x8 4x6 3x6 4x6 4x8 4x6 4x8 6x8 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 27-3-0 9-9-8 37-0-8 9-9-8 47-7-0 10-6-8 -1-2-8 1-2-8 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 23-11-13 6-6-6 30-6-3 6-6-6 37-0-8 6-6-6 43-0-0 5-11-8 47-7-0 4-7-0 0-9-912-5-35-4-143-6-812-5-38.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-5], [2:1-3-6,0-0-11], [2:0-1-12,Edge], [3:0-2-0,0-3-8], [11:0-2-8,0-2-0], [17:0-7-0,0-2-4], [19:0-5-15,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.89 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.57 -1.14 0.59 0.23 (loc) 16-17 16-17 13 19 l/defl >999 >497 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 320 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 15-17,13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-19: 2x4 SPF 2100F 1.8E, 11-14,5-18: 2x3 SPF No.2 12-13: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-14, 11-13, 3-18 REACTIONS.(lb/size)2=2220/0-5-8, 13=2375/0-3-8 Max Horz 2=273(LC 5) Max Uplift 2=-98(LC 6), 13=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7163/598, 3-5=-3550/360, 5-6=-2587/323, 6-7=-2092/302, 7-9=-2289/298, 9-10=-1660/251, 10-11=-2089/254 BOT CHORD 2-19=-581/6156, 18-19=-586/6434, 17-18=-280/3189, 16-17=-185/2294, 14-16=-145/2148, 13-14=-87/1147 WEBS 3-19=-358/4933, 5-17=-1877/233, 6-17=-71/1065, 7-17=-575/228, 9-16=-15/587, 9-14=-1104/214, 10-14=-22/753, 11-14=-86/859, 11-13=-2331/198, 5-18=-175/1949, 3-18=-4318/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459591 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-pWZSutNOM0JFbhA4ZaAIpHh47I4dIc_z?gC5G2yfJNq Scale = 1:95.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14252627 4x6 6x8 4x6 6x8 8x8 8x16 8x16 8x8 3x6 3x6 3x4 6x16 3x4 3x4 6x10 6x8 5x12 4x6 3x6 4x6 4x6 6x16 6x8 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 25-8-0 8-2-8 33-10-8 8-2-8 37-0-9 3-2-1 46-5-0 9-4-8 47-7-0 1-2-0 -1-2-8 1-2-8 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 25-8-0 8-2-8 33-10-8 8-2-8 37-0-9 3-2-1 43-0-0 5-11-8 46-5-0 3-5-0 47-7-0 1-2-0 0-9-912-5-35-4-143-6-81-0-01-0-012-5-38.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-5], [2:1-3-6,0-0-11], [2:0-1-12,Edge], [3:0-1-8,0-2-0], [6:0-5-8,0-3-0], [10:0-5-4,0-3-0], [22:0-5-12,0-2-8], [24:0-5-15,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.91 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.49 -0.96 0.64 0.23 (loc) 20-22 20-22 14 24 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-24,22-24: 2x6 SP 2400F 2.0E, 16-18: 2x4 SPF 2100F 1.8E 12-15: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 3-24: 2x4 SPF 2100F 1.8E 18-20,11-17,11-16,14-16,13-16,5-23: 2x3 SPF No.2 13-14: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 1 Row at midpt 9-18 WEBS 1 Row at midpt 5-22, 6-20, 7-20, 7-18, 10-17, 11-16, 13-14 , 3-23 REACTIONS.(lb/size)2=2122/0-5-8, 14=2130/0-3-8 Max Horz 2=273(LC 5) Max Uplift 2=-98(LC 6), 14=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6787/599, 3-5=-3343/360, 5-6=-2424/325, 6-7=-2093/316, 7-9=-1830/294, 9-10=-1832/293, 10-11=-2001/263, 11-12=-539/82, 12-13=-532/35, 13-14=-2127/108 BOT CHORD 2-24=-582/5828, 23-24=-587/6089, 22-23=-276/2991, 20-22=-172/1959, 9-18=-346/157, 17-18=-53/1575, 16-17=-94/1202 WEBS 3-24=-360/4675, 5-22=-1778/224, 6-22=-65/744, 6-20=-210/399, 7-20=-280/280, 18-20=-198/1863, 7-18=-516/99, 10-18=-239/957, 11-17=-92/625, 11-16=-1719/170, 13-16=-86/1789, 5-23=-168/1841, 3-23=-4113/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459592 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-lvhDJZOfueZyr_KTg?CmuimTy6okmWuGT_hBKxyfJNo Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 34 35 36 37 4x6 6x6 4x6 6x8 4x6 6x8 4x6 6x8 5x6 3x4 3x4 3x6 5x8 4x8 4x8 5x6 5x6 6x8 3x8 4x6 2x4 4x10 4x6 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 24-10-0 7-4-8 31-11-8 7-1-8 32-0-0 0-0-8 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 -1-2-8 1-2-8 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 24-10-0 7-4-8 32-0-0 7-2-0 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-25-7-102-1-212-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-3-9], [8:0-2-8,0-2-8], [11:0-5-4,0-3-0], [15:0-4-1,Edge], [21:0-2-8,0-2-12], [22:0-2-8,0-2-8], [23:0-3-0,0-2-4] 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-MS 0.62 0.81 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.44 0.29 0.12 (loc) 25 25-28 21 25 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-22,8-21: 2x4 SPF 2100F 1.8E, 11-21,11-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-0-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 5-24, 7-22, 8-21, 11-21, 13-19 REACTIONS.(lb/size)2=997/0-5-8, 21=3641/0-3-8, 15=372/0-3-8 Max Horz 2=-257(LC 4) Max Uplift 2=-109(LC 6), 21=-165(LC 5), 15=-233(LC 7) Max Grav 2=1006(LC 10), 21=3641(LC 1), 15=514(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-2374/198, 5-6=-878/263, 6-7=-666/240, 7-8=-8/321, 8-10=-146/1512, 10-11=-146/1512, 11-13=-227/980, 13-15=-410/456 BOT CHORD 2-25=-310/2020, 24-25=-299/2015, 23-24=-99/492, 22-23=-85/443, 10-21=-400/166, 17-19=-317/327, 15-17=-317/327 WEBS 5-25=-149/1642, 5-24=-1674/230, 7-24=-46/520, 7-22=-1069/121, 8-22=0/1218, 8-21=-2119/227, 19-21=-797/177, 11-21=-1950/53, 11-19=-63/995, 13-19=-905/172, 13-17=0/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=109, 21=165, 15=233. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459593 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-hHpzkFQvQFpg4IUroQFEz7rqWwVNEQRZwIAIPpyfJNm Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 2938 39 40 4x6 6x6 4x6 6x8 4x6 6x8 4x6 6x8 5x6 3x4 5x6 10x16 3x4 3x4 3x6 6x8 4x8 4x6 4x8 3x6 8x10 3x8 4x6 2x4 4x8 4x6 4x6 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 22-8-8 5-3-0 27-11-8 5-3-0 31-11-8 4-0-0 32-0-0 0-0-8 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 -1-2-8 1-2-8 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 22-8-8 5-3-0 27-11-8 5-3-0 32-0-0 4-0-8 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-25-7-102-0-04-1-212-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-3-5], [7:0-2-8,0-2-0], [12:0-5-4,0-3-0], [16:0-3-9,0-0-4], [22:0-8-0,0-3-8], [24:Edge,0-2-8], [25:0-2-8,0-1-8], [26:0-4-4,0-2-8], [28:0-3-13,0-3-0] 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-MS 0.55 0.67 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.43 0.30 0.14 (loc) 28 27-28 29 28 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-28: 2x4 SPF 2100F 1.8E, 9-24: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-26,9-22,12-22,12-20: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-0-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. Except: 1 Row at midpt 11-22 WEBS 1 Row at midpt 5-27, 7-26, 8-23, 9-22, 12-22, 14-20 REACTIONS.(lb/size)2=1083/0-5-8, 16=587/0-3-8, 29=3107/0-3-8 Max Horz 2=-257(LC 4) Max Uplift 2=-113(LC 6), 16=-224(LC 7), 29=-140(LC 5) Max Grav 2=1091(LC 10), 16=688(LC 11), 29=3107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-2678/222, 5-6=-1031/280, 6-7=-815/254, 7-8=-594/293, 8-9=-31/492, 9-11=-136/1304, 11-12=-133/1301, 12-14=-200/612, 14-16=-628/321 BOT CHORD 2-28=-340/2282, 27-28=-330/2279, 26-27=-115/650, 25-26=-62/286, 9-23=-80/1197, 22-23=-496/100, 22-29=-3100/154, 11-22=-302/128, 18-20=-124/456, 16-18=-124/456 WEBS 5-28=-173/1838, 5-27=-1809/244, 6-27=-92/274, 7-27=-52/535, 7-26=-739/160, 8-26=-82/698, 23-25=-67/310, 8-23=-1281/127, 9-22=-1681/216, 20-22=-480/168, 12-22=-1774/81, 12-20=-87/918, 14-20=-878/172, 14-18=0/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2, 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 16=224, 29=140. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459594 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-egxk9wS9ys3OJceEvrHi2Yx9Rj9miKosNcfPTiyfJNk Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 21 20 19 18 17 35 22 36 37 38 4x6 6x6 4x6 6x8 4x6 6x8 4x6 5x8 5x6 3x4 3x4 3x6 5x8 4x8 4x8 5x6 5x6 5x12 3x8 4x6 2x4 4x10 4x6 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 24-10-0 7-4-8 27-11-8 3-1-8 31-11-8 4-0-0 32-0-0 0-0-8 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 -1-2-8 1-2-8 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 24-10-0 7-4-8 32-0-0 7-2-0 36-7-0 4-7-1 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-25-7-102-1-212-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-3-9], [8:0-2-8,0-2-8], [11:0-5-4,0-3-0], [15:0-4-1,Edge], [21:0-3-12,0-2-0], [23:0-2-8,0-2-8], [24:0-3-0,0-2-4], [26:0-3-13,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.58 0.80 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.44 0.29 0.12 (loc) 23-24 26-29 22 26 l/defl >999 >759 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-24: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-23,8-21,11-21,11-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-0-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-21 WEBS 1 Row at midpt 5-25, 7-23, 11-21, 13-19 2 Rows at 1/3 pts 8-21 REACTIONS.All bearings 4-3-8 except (jt=length) 2=0-5-8, 15=0-3-8, 22=0-3-8. (lb) - Max Horz 2=-257(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 2=-111(LC 6), 21=-179(LC 5), 15=-227(LC 7) Max Grav All reactions 250 lb or less at joint(s) 22 except 2=1002(LC 10), 21=3381(LC 1), 21=3381(LC 1), 15=549(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-2359/206, 5-6=-869/267, 6-7=-658/243, 7-8=-2/328, 8-10=-146/1434, 10-11=-146/1432, 11-13=-227/911, 13-15=-411/389 BOT CHORD 2-26=-316/2006, 25-26=-305/2002, 24-25=-103/483, 23-24=-88/438, 10-21=-402/166, 17-19=-263/327, 15-17=-263/327 WEBS 5-26=-154/1633, 5-25=-1668/233, 7-25=-46/514, 7-23=-1101/116, 8-23=-1/1084, 8-21=-1950/236, 19-21=-782/175, 11-21=-1895/55, 11-19=-62/983, 13-19=-900/172, 13-17=0/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 2, 179 lb uplift at joint 21 and 227 lb uplift at joint 15. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T09 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459595 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-6sU6MGSnjABFxmDQTYoxbmTKf7YIRnk?cGOy?8yfJNj Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 34 35 36 37 4x6 6x6 4x6 6x8 4x6 6x6 4x6 5x8 5x6 3x4 3x4 3x6 4x8 4x8 4x8 5x6 5x6 5x12 3x8 4x6 2x4 4x8 4x6 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 22-10-0 5-4-8 27-11-8 5-1-8 28-0-0 0-0-8 36-7-0 8-7-0 44-9-12 8-2-12 53-3-0 8-5-4 -1-2-8 1-2-8 8-11-8 8-11-8 13-8-0 4-8-8 17-5-8 3-9-8 22-10-0 5-4-8 28-0-0 5-2-0 36-7-0 8-7-0 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-25-7-102-1-212-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [8:0-2-8,0-2-8], [11:0-5-4,0-3-0], [15:0-3-13,0-0-4], [22:0-2-8,0-2-8], [23:0-3-0,0-2-4] 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-MS 0.62 0.59 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.40 0.19 0.08 (loc) 25-28 25-28 21 25 l/defl >999 >836 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-23: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-22,8-21,11-21,11-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-0-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,19-20. 1 Row at midpt 10-21 WEBS 1 Row at midpt 5-24, 7-22, 8-21, 19-21, 13-19 2 Rows at 1/3 pts 11-21 REACTIONS.(lb/size)2=820/0-5-8, 21=3331/0-3-8, 15=757/0-3-8 Max Horz 2=-257(LC 4) Max Uplift 2=-110(LC 6), 21=-167(LC 5), 15=-211(LC 7) Max Grav 2=835(LC 10), 21=3331(LC 1), 15=871(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1754/179, 5-6=-538/255, 6-7=-369/230, 7-8=-19/427, 8-10=-93/1247, 10-11=-91/1245, 11-13=-210/378, 13-15=-940/301 BOT CHORD 2-25=-267/1489, 24-25=-256/1480, 21-22=-427/97, 10-21=-496/205, 17-19=-107/700, 15-17=-107/700 WEBS 5-25=-118/1239, 5-24=-1387/207, 7-24=-53/586, 7-22=-1068/119, 8-22=-28/1194, 8-21=-1683/152, 19-21=-265/123, 11-21=-1684/23, 11-19=-5/719, 13-19=-846/178, 13-17=0/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 2, 167 lb uplift at joint 21 and 211 lb uplift at joint 15. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T10 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459596 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-WRAE_IVg?5ZqoDx?8gMeDO5tbKZ1e7CRIEdccTyfJNg Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 31 32 33 34 4x6 6x8 4x6 6x8 4x6 4x10 3x6 3x4 3x4 3x6 4x6 2x4 3x6 4x6 4x6 6x16 3x8 4x6 2x4 5x8 4x6 6-6-0 6-6-0 13-8-0 7-2-0 20-11-4 7-3-4 27-11-8 7-0-4 28-0-0 0-0-8 36-7-0 8-7-0 44-9-12 8-2-12 53-3-0 8-5-4 -1-2-8 1-2-8 6-6-0 6-6-0 13-8-0 7-2-0 20-11-4 7-3-4 28-0-0 7-0-12 36-7-0 8-7-0 44-9-12 8-2-12 53-3-0 8-5-4 54-5-8 1-2-8 0-9-99-10-1412-0-00-10-112-1-212-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-9,0-4-6], [2:0-0-5,0-0-7], [5:0-4-4,0-3-0], [6:0-2-8,0-2-0], [9:0-5-4,0-3-0], [13:0-4-1,Edge], [20:0-2-8,0-2-0], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.51 0.59 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.05 0.03 (loc) 17-18 17-18 13 15-29 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-22: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-20,6-19,9-19,9-17: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except 1-6-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 8-19 WEBS 1 Row at midpt 3-21, 5-20, 6-19, 9-19, 11-17 REACTIONS.(lb/size)2=1104/0-5-8, 19=2875/0-3-8, 13=1022/0-3-8 Max Horz 2=-257(LC 4) Max Uplift 2=-97(LC 6), 19=-92(LC 5), 13=-137(LC 7) Max Grav 2=1132(LC 10), 19=2875(LC 1), 13=1050(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1479/158, 3-5=-1038/200, 5-6=-444/206, 6-8=0/545, 8-9=0/546, 9-11=-489/220, 11-13=-1239/178 BOT CHORD 2-23=-156/1145, 21-23=-156/1145, 20-21=-115/765, 19-20=-104/444, 8-19=-521/214, 15-17=-8/942, 13-15=-8/942 WEBS 3-23=0/263, 3-21=-463/154, 5-21=0/520, 5-20=-564/35, 6-20=0/794, 6-19=-1537/126, 17-19=0/314, 9-19=-1201/82, 9-17=-34/608, 11-17=-818/186, 11-15=0/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 2, 92 lb uplift at joint 19 and 137 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss T11 Truss Type Common Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459597 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-_dkdCeVImPhhQNWCiOttlce4GkuDNmCbXtMA8vyfJNf Scale = 1:46.0 1 2 3 4 5 6 7 8 9 10 5x12 4x6 4x6 5x12 2x4 2x4 5x12 4x6 9-9-8 9-9-8 19-7-0 9-9-8 -1-2-8 1-2-8 5-0-0 5-0-0 9-9-8 4-9-8 14-7-0 4-9-8 19-7-0 5-0-0 20-9-8 1-2-8 0-10-117-5-00-10-118.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-6-8,Edge], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.32 0.65 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.29 0.03 0.02 (loc) 10-13 10-13 8 10 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=856/0-3-8, 8=856/0-3-8 Max Horz 2=-155(LC 4) Max Uplift 2=-71(LC 6), 8=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-963/116, 4-5=-759/112, 5-6=-759/112, 6-8=-963/116 BOT CHORD 2-10=-49/744, 8-10=0/744 WEBS 5-10=-24/516, 6-10=-251/135, 4-10=-251/135 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 71 lb uplift at joint 2 and 71 lb uplift at joint 8. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459598 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-w0sNdKXYI0xOfhgappvLr1jGOYgMrbBu_BrHDoyfJNd Scale = 1:52.3 1 2 3 4 5 6 7 11 10 9 812131415 16 17 18 5x12 4x6 4x6 5x12 4x6 4x6 6x8 3x8 3x6 3x8 3x6 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 4-5-8 4-5-8 8-7-8 4-2-0 12-9-8 4-2-0 17-3-0 4-5-8 1-0-38-2-71-0-310.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [7:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.29 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.13 0.03 0.03 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 312 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-11-1, Right 2x6 SPF No.2 2-11-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7083/0-3-8, 7=6777/0-3-8 Max Horz 1=181(LC 4) Max Uplift 1=-342(LC 5), 7=-379(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-7221/384, 3-4=-5084/344, 4-5=-5084/344, 5-7=-7241/392 BOT CHORD 1-11=-270/5240, 9-11=-270/5240, 8-9=-226/5251, 7-8=-226/5251 WEBS 4-9=-354/6034, 5-9=-1955/217, 5-8=-116/2885, 3-9=-1940/207, 3-11=-103/2855 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-8 2x4 - 1 row at 0-6-0 oc, member 3-11 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 1 and 379 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1401 lb down and 67 lb up at 0-6-12, 1397 lb down and 70 lb up at 2-5-4, 1397 lb down and 70 lb up at 4-5-4, 1397 lb down and 70 lb up at 6-5-4, 1397 lb down and 70 lb up at 8-5-4, 1397 lb down and 70 lb up at 10-5-4, 1397 lb down and 70 lb up at 12-5-4, and 1369 lb down and 65 lb up at 14-5-4, and 1326 lb down and 124 lb up at 16-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459598 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-w0sNdKXYI0xOfhgappvLr1jGOYgMrbBu_BrHDoyfJNd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-1397(B) 11=-1397(B) 12=-1401(B) 13=-1397(B) 14=-1397(B) 15=-1397(B) 16=-1397(B) 17=-1369(B) 18=-1326(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss TG02 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459599 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-tPz71?ZpqdC6u_qzxExpwSpeULFcJP5ASVKNIhyfJNb Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 4x6 5x12 4x6 6x6 3x4 4x8 3x6 4x6 2x4 4x8 4x6 4x6 4x6 3x8 4x6 4x6 3x8 8-10-0 8-10-0 17-5-8 8-7-8 17-7-4 0-1-12 27-3-0 9-7-12 37-0-8 9-9-8 47-7-0 10-6-8 -1-2-8 1-2-8 8-10-0 8-10-0 17-5-8 8-7-8 23-11-13 6-6-6 30-6-3 6-6-6 37-0-8 6-6-6 43-0-0 5-11-8 47-7-0 4-7-0 0-9-912-5-35-4-1412-5-38.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-14], [2:0-0-9,0-4-6], [2:0-0-5,0-0-7], [5:0-8-0,0-2-12], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.75 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.78 0.04 0.02 (loc) 12-13 12-13 12 13-15 l/defl >920 >457 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-18,10-13,10-12: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 8-15, 8-13, 10-12 2 Rows at 1/3 pts 6-16 REACTIONS.(lb/size)2=770/0-3-8, 16=3302/0-3-8, 12=1358/Mechanical Max Horz 2=273(LC 4) Max Uplift 2=-43(LC 5), 16=-222(LC 4), 12=-53(LC 3) Max Grav 2=784(LC 9), 16=3302(LC 1), 12=1389(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/38, 3-5=-69/707, 5-6=0/386, 6-8=-639/176, 8-9=-796/157, 9-10=-1060/159 BOT CHORD 2-18=-127/647, 16-18=-126/648, 15-16=-71/383, 13-15=-64/766, 12-13=-40/617 WEBS 3-18=0/403, 3-16=-1230/234, 5-16=-940/177, 6-16=-1508/162, 6-15=0/1017, 8-15=-519/89, 10-13=-55/331, 10-12=-1219/100 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 2, 222 lb uplift at joint 16 and 53 lb uplift at joint 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-60, 19-20=-310, 5-20=-60, 5-9=-60, 9-11=-60, 2-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 24-25=-20, 25-26=-60, 26-27=-20, 27-28=-60, 12-28=-20 September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss TG03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459600 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-LbXWFLZRbxKzW8P9VxT3SfLr3lcZ2teKh94xq7yfJNa Scale = 1:89.8 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 4x6 6x6 4x6 6x6 3x4 4x6 5x8 8x14 MT18HS 3x6 4x6 4x6 5x6 5x6 4x6 3x8 4x6 3x8 4x6 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 27-3-0 9-9-8 37-0-8 9-9-8 47-7-0 10-6-8 -1-2-8 1-2-8 8-11-8 8-11-8 13-0-0 4-0-8 17-5-8 4-5-8 23-11-13 6-6-6 30-6-3 6-6-6 37-0-8 6-6-6 43-0-0 5-11-8 47-7-0 4-7-0 0-9-912-5-35-4-143-6-812-5-38.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-2-0], [11:0-2-8,0-2-0], [17:0-2-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.64 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.72 0.05 0.03 (loc) 13-14 13-14 13 2-19 l/defl >999 >499 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 343 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 15-17,13-15: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-17,7-16,9-16,10-14: 2x4 SPF No.2, 7-17,9-14: 2x4 SPF 2100F 1.8E 12-13: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17, 9-16, 9-14, 11-13 REACTIONS.(lb/size)2=404/0-5-8, 17=3509/0-3-8, 13=1242/Mechanical Max Horz 2=273(LC 4) Max Uplift 17=-302(LC 4), 13=-113(LC 3) Max Grav 2=410(LC 9), 17=3509(LC 1), 13=1341(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-119/624, 5-6=-127/960, 6-7=-65/724, 7-9=-563/275, 9-10=-753/209, 10-11=-1008/221 BOT CHORD 17-18=-444/95, 16-17=-155/293, 14-16=-138/697, 13-14=-72/589 WEBS 3-19=-8/324, 5-17=-806/163, 6-17=-817/161, 7-17=-1730/135, 7-16=0/1134, 9-16=-616/89, 9-14=-26/251, 11-14=-39/268, 11-13=-1163/166, 5-18=-45/273, 3-18=-625/201 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 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 302 lb uplift at joint 17 and 113 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss TG03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459600 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:45 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-LbXWFLZRbxKzW8P9VxT3SfLr3lcZ2teKh94xq7yfJNa LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-20=-60, 20-21=-310, 6-21=-60, 6-10=-60, 10-12=-60, 2-19=-20, 17-19=-20, 17-22=-20, 22-23=-60, 23-24=-20, 24-25=-60, 25-26=-20, 26-27=-60, 13-27=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459601 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-pn5uSha3MFSq8I_L2e_I?tu9Q92LnXOTvppUMZyfJNZ Scale = 1:10.7 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-9-12 3-9-7 1-10-14 1-10-14 3-9-12 1-10-14 0-0-41-7-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.22 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: 8 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 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=120/3-9-2, 3=120/3-9-2 Max Horz 1=-29(LC 4) Max Uplift 1=-4(LC 6), 3=-4(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 4 lb uplift at joint 1 and 4 lb uplift at joint 3. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459602 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-H_fGg1bh7YahmSYYcMVXY4RF3ZO6W_ed8TZ2u?yfJNY Scale = 1:15.7 1 2 3 2x4 2x4 2x4 3-10-4 3-10-4 0-0-42-6-148.00 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-P 0.41 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/3-9-14, 3=131/3-9-14 Max Horz 1=67(LC 6) Max Uplift 3=-34(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 34 lb uplift at joint 3. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459603 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-lADetNcJusiYNc7kA30m4IzPAzjyFQtmN7IbRSyfJNX Scale = 1:16.3 1 2 3 2x4 2x4 2x4 4-0-2 4-0-2 0-0-42-8-28.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.28 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=137/3-11-12, 3=137/3-11-12 Max Horz 1=71(LC 6) Max Uplift 3=-35(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 35 lb uplift at joint 3. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459604 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-hYLPI3dZQTyGdvH7HU2E9j3sFmTSjKN3qRniVKyfJNV Scale = 1:7.8 1 2 3 2x4 5x6 1-6-2 1-6-2 0-0-41-0-28.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-0], [2:0-4-13,0-1-0], [3:0-1-1,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.02 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=37/1-5-12, 3=37/1-5-12 Max Horz 1=19(LC 6) Max Uplift 3=-10(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 10 lb uplift at joint 3. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459605 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-AlunVPeCBn47E3sJrCZTiwbzbAm_SlGC35XF1nyfJNU Scale = 1:38.1 1 2 3 4 5 8 7 6 2x4 3x6 4x6 2x4 2x4 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 3-0-0 3-0-0 6-0-0 3-0-0 7-2-8 1-2-8 3-2-85-8-83-2-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.19 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.02 (loc) 5 4-5 6 4-5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=208/6-0-0, 6=208/6-0-0, 7=204/6-0-0 Max Horz 8=-161(LC 4) Max Uplift 8=-167(LC 7), 6=-167(LC 7), 7=-100(LC 5) Max Grav 8=208(LC 1), 6=208(LC 1), 7=315(LC 4) 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 167 lb uplift at joint 8, 167 lb uplift at joint 6 and 100 lb uplift at joint 7. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459606 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-exS9jkfqx5C_sDRVPv5iE888Oa5DBDlMIlGoaDyfJNT Scale = 1:29.3 1 2 3 4 5 8 7 6 2x4 3x6 4x6 2x4 2x4 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 3-0-0 3-0-0 6-0-0 3-0-0 7-2-8 1-2-8 1-10-84-4-81-10-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.02 (loc) 5 5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=208/6-0-0, 6=208/6-0-0, 7=204/6-0-0 Max Horz 8=-116(LC 4) Max Uplift 8=-134(LC 7), 6=-158(LC 7), 7=-19(LC 5) Max Grav 8=208(LC 1), 6=208(LC 1), 7=231(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 134 lb uplift at joint 8, 158 lb uplift at joint 6 and 19 lb uplift at joint 7. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459607 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-670Xw4fSiOKrUN0hzdcxnLgKn_RNwhaVWP0M6fyfJNS Scale = 1:20.9 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 7-3-9 7-3-4 3-7-12 3-7-12 7-3-9 3-7-12 0-0-43-0-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.20 0.04 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=136/7-2-15, 3=136/7-2-15, 4=247/7-2-15 Max Horz 1=-63(LC 4) Max Uplift 1=-14(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 14 lb uplift at joint 1 and 19 lb uplift at joint 3. September 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902622 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 2 Overlook at Legacy Job Reference (optional) I38459608 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Sep 9 16:09:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Jw2XrhfqRVhuNIaQwPYsZsyly6b-2W8HLmhiE0aYjgA441ePsmmitn9uObPo_jVTAYyfJNQ Scale = 1:11.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 4-1-2 4-0-13 2-0-9 2-0-9 4-1-2 2-0-9 0-0-41-8-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=75/4-0-9, 3=75/4-0-9, 4=114/4-0-9 Max Horz 1=32(LC 5) Max Uplift 1=-11(LC 7), 3=-13(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 11 lb uplift at joint 1 and 13 lb uplift at joint 3. September 10,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths